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  • Articles  (621)
  • Numerical Methods and Modeling  (621)
  • Wiley-Blackwell  (621)
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  • Technology  (621)
  • 1
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    Communications in Numerical Methods in Engineering 13 (1997), S. 193-198 
    ISSN: 1069-8299
    Keywords: finite element method ; software engineering ; object-oriented programming ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: Making a finite element code easier to maintain is achieved by further modularizing it. Due to its two levels of modularity (of procedures and data), object-oriented programming is the method of choice. Its potential is investigated in two bottlenecks of finite element programming where so far it has not proved significantly more successful than classical Fortran programming. The first of these is the lack of adequate data structures between the analysis specifications and the basic objects of the finite element method, like the element and the node. This is solved by defining two classes of objects, namely problem and domain, with clearly differentiated specifications. The second gap deals with solving linear equation systems. Introducing an intermediate class UnassembledMatrix allows alternative storage/solving schemes to be implemented in a very flexible manner. © 1997 by John Wiley & Sons, Ltd.
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  • 2
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    Communications in Numerical Methods in Engineering 13 (1997), S. 199-206 
    ISSN: 1069-8299
    Keywords: iterative solvers ; scattering analysis ; integral equations ; termination residual ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: Iterative methods are used increasingly for solution of the extremely large matrix equations generated by integral equation analysis of multi-wavelength frequency domain scattering. Although much cheaper than direct methods, the matrix solution remains the dominant cost, and is very costly. The criterion adopted for termination of the iteration can have a marked effect on this cost. We show that for large scattering problems a robust and rational prior choice of termination criterion can be made, based only on discretization. This allows confident use of a much larger termination residual than those commonly used, with consequent cost reduction. © 1997 by John Wiley & Sons, Ltd.
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  • 3
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    Communications in Numerical Methods in Engineering 13 (1997), S. 219-228 
    ISSN: 1069-8299
    Keywords: unstructured grids ; local grid refinement ; steady viscous flows ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: An algorithm for local refinement of unstructured grids for computation of 3D steady viscous flows is proposed. It is based on strict conventions for grid elements numbering that allows one to reduce memory requirements and to minimize the increase in the execution time for grid structure reconstruction. Additional savings in memory result from the fact that only grid refinement is allowed. The method requires about 20 integer words of storage per tetrahedron. The performance of the algorithm is illustrated by computation of several non-isothermal flow regimes in a horizontal epitaxial reactor. © 1997 by John Wiley & Sons, Ltd.
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  • 4
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    Communications in Numerical Methods in Engineering 13 (1997), S. 207-217 
    ISSN: 1069-8299
    Keywords: plates ; finite elements ; mixed method ; error estimation ; superconvergent patch recovery ; adaptivity ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: The superconvergent patch recovery (SPR technique) has been shown to be an effective postprocessing procedure in which an improved solution is obtained based on the original finite element solution. The technique was applied to second order problems with success, but the method has not yet been studied on problems posed in mixed form. This paper demonstrates that the technique can be applied to beam and plate bending problems, characterized by fourth order differential equations. The differential equation is here written as two coupled differential equations of second order leading to a mixed finite element procedure based on approximations of the moment and displacement fields. Two elements of mixed type are handled, namely a triangular plate element with constant moment field and a rectangular element with linearly varying bending moments. Numerical examples are given to show that the postprocessed solution is more accurate and has a higher rate of convergence. © 1997 by John Wiley & Sons, Ltd.
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  • 5
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    Communications in Numerical Methods in Engineering 13 (1997), S. 229-238 
    ISSN: 1069-8299
    Keywords: Padé approximant ; nonlinear solver ; finite rotation ; shell element ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: The present work deals with an asymptotic numerical method, based on Padé approximants. The expected advantage of this method is twofold. Firstly, it reduces the computational costs. Secondly, the automatization of the continuation process becomes easier, since the step-length can be determined a posteriori. So far, this method has only been applied to DKT elements. Here it is applied to other types of elements, namely truss elements and finite rotation non-linear shell elements. It will be shown that difficulties arise when this method is applied to finite rotation shell elements. © 1997 by John Wiley & Sons, Ltd.
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  • 6
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    Communications in Numerical Methods in Engineering 13 (1997), S. 407-415 
    ISSN: 1069-8299
    Keywords: banded linear equation systems ; partial pivoting ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A new method of pivoting applicable to banded unsymmetric linear equation systems has been introduced. It limits the fill-in and preserves the basic structure. Two solvers, using the new pivoting strategy, have been developed. Both solvers have been written in the C language for two popular UNIX platforms (PC486 and the Sun Sparc5). Details of the solvers' implementations are described comprehensively. Quantitative results of the test runs on both platforms are presented. © 1997 John Wiley & Sons, Ltd.
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  • 7
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    Communications in Numerical Methods in Engineering 13 (1997), S. 419-427 
    ISSN: 1069-8299
    Keywords: linear inverse model ; linear least-squares error method ; non-linear least-squares error method ; inverse heat conduction problem ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A model is presented for the inverse determination of the strength of a temporal-spatial-dependent heat source in the one-dimensional heat conduction problem. This model is constructed from the finite difference approximation of the differential heat conduction equation based on the assumption that the temperature measurements are available over the problem domain. In contrast to the traditional approach, the iteration in the proposed model can be done only once and the inverse problem can be solved in a linear domain. In the examples, comparisons between the exact heat sources and the estimated ones (without measurement errors) are made to confirm the validity of the proposed model. The close agreement between the exact solutions and the estimated results shows the potential of the proposed model in finding an accurate value of the heat source in the one-dimensional heat conduction problem. © 1997 John Wiley & Sons, Ltd.
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  • 8
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    Communications in Numerical Methods in Engineering 13 (1997), S. 511-513 
    ISSN: 1069-8299
    Keywords: finite elements ; arbitrary Lagrange-Euler ; free interfaces ; multiphase flow ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A correction to the free interface condition given in P. Szabo and O. Hassenger (Int. J. Numer. Meth. Engng, 38, 717-734 (1995)) is presented. The corrections to the computations in the paper are found to be within numerical accuracy. © 1997 John Wiley & Sons, Ltd.
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  • 9
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    Communications in Numerical Methods in Engineering 13 (1997), S. 439-452 
    ISSN: 1069-8299
    Keywords: superconvergence ; non-conforming finite elements ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: In this paper the superconvergence of the Carey non-conforming element is considered. A superconvergence estimate on the centres of elements and some superconvergent recoveries on the three vertices and the three midpoints of edges of elements are also obtained for piecewise strongly regular triangulations. © 1997 John Wiley & Sons, Ltd.
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  • 10
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    Communications in Numerical Methods in Engineering 13 (1997), S. 429-438 
    ISSN: 1069-8299
    Keywords: contact mechanics ; nonlinear beams ; finite element methods ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: Contact between three-dimensional beams which undergo large motions is considered. To formulate the associated constraint conditions the point of contact has to be detected within the beam. Once this is known the contact constraint has to be formulated for a given beam discretization and the associated contribution to the weak form has to be developed. Also, consistent linearization of the contact contribution is derived, which is needed within Newton's method. © 1997 John Wiley & Sons, Ltd.
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  • 11
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    Communications in Numerical Methods in Engineering 13 (1997), S. 13-20 
    ISSN: 1069-8299
    Keywords: optimal design ; approximation methods ; improved convergence ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: This paper presents an improved approximation technique for gradient based approximation methods of mathematical programming. The proposed technique prevents oscillations of the sequence of approximate solutions in the optimization process efficiently and preserves the relatively simple form of the approximating functions. The improvement is achieved by adding an appropriate convex term to each conventional approximating function. The theory is illustrated with several numerical examples. © 1997 John Wiley & Sons, Ltd.
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  • 12
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    Communications in Numerical Methods in Engineering 13 (1997), S. 1-12 
    ISSN: 1069-8299
    Keywords: Riccati equation ; finite difference scheme ; reduced problem ; critical point ; explicit scheme ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: This paper presents an exponentially fitted finite difference scheme of order one for the singularly peturbed Riccati equationεu′ (t) = c(t)u2(t) + d(t)u(t) + e(t), t〉0, u(0) = φwith a small parameter ε multiplying the first derivative. The scheme is a modified form of Carroll's scheme (1986). The scheme is both optimal and uniform with respect to the small parameter ε, that is, the solution of the difference scheme satisfies error estimates of the form| u(ti) - ui | ≤ C min(h,ε)Where C is independent of i, h and ε. Here h is the mesh size and ti is any mesh point. The scheme is explicit in nature and so no iteration is involved for the convergence of the solution. The scheme presented in this paper is new and it is different from the uniform schemes of order one available in the literature. Finally, numerical experimetns are presented.
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  • 13
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    Communications in Numerical Methods in Engineering 13 (1997), S. 21-32 
    ISSN: 1069-8299
    Keywords: far field ; incompressibility ; radiation condition ; soil-structure interaction ; unbounded domain ; undrained soil ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: In a dynamic unbounded medium-structure interaction analysis in the time domain performed with the substructure method the unit-impulse response function on the structure-medium interface of the unbounded medium is determined. The consistent infinitesimal finite element cell method based solely on the finite element formulation has been developed for compressible elasticity. In this paper the procedure is expanded to the incompressible case. The limit of Poisson's ratio =0·5 is performed analytically. This yields a concentrated mass in the formulation representing the instantaneous response over the entire domain not present in compressible elasticity. The only modification appears in the coefficient matrices of the consistent infinitesimal finite element equation which can be solved with the same numerical algorithm as in the compressible case. Excellent accuracy results also in very complicated inhomogeneous situations. © 1997 John Wiley & Sons, Ltd.
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  • 14
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    Communications in Numerical Methods in Engineering 13 (1997), S. 47-49 
    ISSN: 1069-8299
    Keywords: nonlinear structural analysis ; arc-length algorithm ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: In this paper, we have proved in theory that the sign of the current stiffness matrix provides a correct indicator for determining the sign of the loading parameter in the arc-length algorithm before the first bifurcation point is encountered, but may not be the case thereafter. © 1997 John Wiley & Sons, Ltd.
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  • 15
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    Communications in Numerical Methods in Engineering 13 (1997), S. 33-46 
    ISSN: 1069-8299
    Keywords: advancing front ; tetrahedrization ; inverse-power interpolation ; triangular Bezier patches ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: The paper deals with the discretization of any given multi-connected volume into a set of tetrahedral elements. A simple but robust tetrahedrization scheme based on a two-stage advancing front technique is presented. The method evolves from the triangulated domain bounding surfaces for which geometry representations are derived from triangular Bezier patches. Tetrahedral elements are then generated which fill the domain volume based on the set of distributed interior nodes. A new and efficient procedure is introduced for the distribution of the mesh interior nodes which uses an inverse-power interpolation technique. The proposed scheme is robust in that it is capable of tetrahedrizing a given arbitrary domain of any degree of irregularity, and allows the distribution of its interior nodes to be specified by the user. Results are presented typical of those which might be encountered in hydrodynamics modelling involving flows with a free surface. © 1997 John Wiley & Sons, Ltd.
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  • 16
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    Communications in Numerical Methods in Engineering 13 (1997), S. 53-59 
    ISSN: 1069-8299
    Keywords: time finite elements ; moving boundaries ; Gauss theorem ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: We present the integrated-by-parts version of the time discontinuous Galerkin least-squares finite element formulation for the solution of the unsteady compressible Navier-Stokes equations for three dimensional problems involving moving boundaries and interfaces. The deformation of the spatial domain is automatically taken into account by writing the weak form of the problem over its space-time domain. The integration by parts in the three-dimensional spatial case is non-trivial, requiring the application of the Gauss theorem in a 4D space-time continuum. We address the problem by developing an application of the general Stokes' theorem. © 1997 John Wiley & Sons, Ltd.
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  • 17
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    Communications in Numerical Methods in Engineering 13 (1997), S. 61-71 
    ISSN: 1069-8299
    Keywords: domain decomposition ; finite element ; level structure ; genre structure ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: An efficient algorithm is developed for automatic partitioning of unstructured meshes for the parallel solution of problems in the finite element method. The algorithm partitions a domain into subdomains with approximately equal loads and good aspect ratios, while the interface nodes are confined to the smallest possible. © 1997 John Wiley & Sons, Ltd.
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  • 18
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    Communications in Numerical Methods in Engineering 13 (1997), S. 73-81 
    ISSN: 1069-8299
    Keywords: four-node differential quadrature method ; Reissner/Mindlin theory ; straight-sided quadrilateral plates ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A four-node differential quadrature (4NDQ) method is proposed as a simple, accurate and efficient numerical technique for bending analysis of Reissner/Mindlin plates in an arbitrarily straight-sided quadrilateral domain. For demonstration, a clamped skew rhombic plate is used as an example to illustrate the convergence, accuracy and efficiency of the 4NDQ method. © 1997 John Wiley & Sons, Ltd.
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  • 19
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    Communications in Numerical Methods in Engineering 13 (1997), S. 83-94 
    ISSN: 1069-8299
    Keywords: boundary elements ; dual reciprocity ; body forces ; approximation functions ; elasticity ; hybrid functions ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: The dual reciprocity boundary element method traditionally uses the linear radial basis function r for interpolation. Recently, however, the use of the r function has been questioned both in relation to accuracy and in relation to the number and position of internal nodes required to obtain satisfactory solutions. Much research has been done in an attempt to fix criteria for choosing which approximation function should be used. One of the alternatives recently suggested is the augmented thin plate spline function, which consists of a thin plate spline function, r2 log(r), augmented with the first three terms of a Pascal triangle expansion. In this paper families of similar functions are obtained by augmenting radial basis functions with appropriate global expansions: these functions will be called hybrid approximate functions. It will be shown that using an appropriate hybrid function accurate results can be obtained for many body forces or pseudo body forces in elasticity without the need for internal nodes.© 1997 John Wiley & Sons, Ltd.
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  • 20
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    Communications in Numerical Methods in Engineering 13 (1997), S. 95-102 
    ISSN: 1069-8299
    Keywords: fundamental solution ; transversely isotropic ; boundary element method ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: This paper treats a united-form solution for a point force applied at the interior of an infinite transversely isotropic solid. Several heuristic functions are adopted to obtain the expressions of the solution based on the general solution. To exclude some indeterminate attributes, the expressions are rewritten. In the final expressions, unlike previous publications where the solutions are expressed in different forms, or when some individual constants have different definitions depending on the conditions satisfied by the elastic constants, we provide united solutions which are suitable for all stable transversely isotropic materials and isotropic materials. Thus accurate numerical evaluation of the boundary element method can be performed directly without the need to resolve the singularity algebraically. Some numerical examples with BEM are also presented in this paper. © 1997 John Wiley & Sons, Ltd.
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  • 21
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    Communications in Numerical Methods in Engineering 13 (1997), S. 103-112 
    ISSN: 1069-8299
    Keywords: static reanalysis ; finite element method ; structural analysis ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: This paper presents an exact structural static reanalysis method for locally modified structures. Through the introduction of structural rigid body motion eigenvectors, the generalized structural compliance matrix can be obtained and the original stiffness equation is transformed into a linear system of much lower order. The general solution of displacements can be expressed prior to any assignment of boundary conditions. For a structure with given boundary and loading conditions, the displacements can be obtained by solving this linear system. For locally modified structures, the structural compliance matrix can be adjusted quickly. This static reanalysis method can be used for structures with modifications on structural elements, boundary and loading conditions, either independently or in combination. Two test examples are provided in the paper to prove the efficiency of the method. © 1997 John Wiley & Sons, Ltd.
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  • 22
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    Communications in Numerical Methods in Engineering 13 (1997), S. 113-126 
    ISSN: 1069-8299
    Keywords: metals ; finite element ; damage ; dynamic ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: To predict damage evolution occurring under dynamic loading, a damage model is implemented inside the explicit finite element framework. The damage model is based on the description of the growth, the nucleation and the coalescence of the microvoids. The microvoid growth is related to the plastic incompressibility relation. The microvoid nucleation is either controlled by the plastic strain or by the stress. The microvoid coalescence is described by a specific function. This damage process leads to the progressive loss of the stress carrying capacity of the structure. The ductile fracture occurs when the stress carrying capacity of the structure vanishes. The sensitivity of damage volution under dynamic loading in the case of porous strain rate sensitive material is analysed using single tensile tests. The dynamic bending test of a cantilever beam with a U-cross-section is performed. The influence of the strain rate on the deformed shape and on the loss of the structure's stress carrying capacity is shown. © 1997 John Wiley & Sons, Ltd.
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  • 23
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    Communications in Numerical Methods in Engineering 13 (1997), S. 139-149 
    ISSN: 1069-8299
    Keywords: parametric optimization ; finite difference method ; gradient method ; composite structures ; sport equipment ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: This paper describes the implementation of a parametric optimization process in the field of composite structure design. The application concerns alpine skis. Using a reference ski, the process enables the calculation of the optimum shapes for a complete range of skis and checks their behaviour on snow. The objective function is formulated as a least-squares problem involving nine static bending flexibilities of the ski, considered as a simply-supported beam on nine predetermined spans. The composite cross-section properties and the longitudinal profile of the structure are taken into account in a parametric geometry approach. After the homogenization process, integration of the bending equation is carried out using a finite difference approach. The line search procedure uses the gradient method and the descent parameter optimization is carried out using an adapted linear approximation. The discussion of the results highlights the satisfying compromise between precision and calculation time. The procedure constitutes an original implementation of numerical methods in the area of sports equipment. © 1997 John Wiley & Sons, Ltd.
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  • 24
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    Communications in Numerical Methods in Engineering 13 (1997), S. 127-138 
    ISSN: 1069-8299
    Keywords: transient dynamic analysis ; strain softening ; localization of deformation ; material rate-dependency ; viscoplasticity ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: Progressive fracturing in transient dynamic problems is considered, where it is assumed that microcracking is initiated upon the violation of a failure criterion and is further governed by the strain softening process. Strain-rate dependency of materials subjected to an impulsive loading is accounted for by the addition of viscous effects in a continuum description. The Perzyna viscoplastic material law is modified to ensure the well-posedness of the initial value problem at all times and to achieve a gradual reduction of the rate-dependent material strength after the rate-independent load carrying capacity vanishes. The occurrence of strain softening in the continuum leads to localization of deformation, and further propagation of these localized zones of intense deformation results in the development of fully opened cracks and ultimately in a structural discontinuity. A finite element removal technique is considered for modelling the final separation of the continuum. Two representative numerical examples are given. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 153-161 
    ISSN: 1069-8299
    Keywords: numerical modelling ; finite-difference time-domain (FDTD) method ; network analogue ; diffusion equation ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A new class of formulas for the time integration of the network model of diffusion is described. The method uses time polynomials to model the potentials in the diffusion field. These formulas have been implemented and tested together with the classic Crank-Nicolson (CN) scheme. Based on the chosen example, it is shown that the overall accuracy of the first-order formula is slightly better than for the CN scheme, and the second-order formula shows a further improvement. No spurious oscillations are generated. Using piecewise linearization non-linear problems are also solved. It is shown that a relatively large time step may be used without loss of accuracy. © 1997 by John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 163-171 
    ISSN: 1069-8299
    Keywords: finite difference method ; elastic wave ; inhomogeneous medium ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A numerical method for the simulation of elastic wave propagation is presented. Some important practical requirements for finite difference methods are formulated. To satisfy these requirements, the proposed method is based on two key features. Firstly, the approximate solution is represented as a set of exponential functions with variable coefficients in every zone on a computational grid. Secondly, assuming that the physical parameters are constant in every zone the wave equation is represented as two advection equations for Riemann invariants. Numerical results for different problems of wave propagation in comparison with the analytical solutions are presented that demonstrate the effectiveness of the proposed method for elastodynamics. © 1997 by John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 173-180 
    ISSN: 1069-8299
    Keywords: shooting method ; problem in infinite domain ; marching solutions ; main diagonal ; retransformation ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: The shooting method is used in FE analysis for solving problems in infinite domains. To restrain the instability of marching solutions caused by the position of the main diagonal of a stiffness matrix in a matrix of the shooting method, a special retransformation of sets of the marching solutions is presented. The developed procedure allows elimination of the influence of the main diagonal, obtains a converging general solution of a system of interest, and defines the position of a bound in the infinite domain within the framework of the finite element analysis. The plane stress problem of a semi-infinite strip is utilized as a model for demonstrating the accepted approach. © 1997 by John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 181-192 
    ISSN: 1069-8299
    Keywords: non-linear solvers ; non-linear computational mechanics ; displacement control ; arc-length methods ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: In this paper, a well-known numerical benchmark test which is usually solved with displacement control for low values of the load eccentricity is examined for a complete range of eccentricities of the ring load. For a certain range of the eccentricity the response shows either snap-through or snap-back, depending on the controlled variable. Thus, in this range of eccentricities, the test can be used to verify implementations of arc-length algorithms, using the displacement controlled solution as a reference. Moreover, results are presented for large eccentricities beyond the applicability of displacement-controlled strategies. © 1997 by John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 307-315 
    ISSN: 1069-8299
    Keywords: higher-order method ; complex time steps ; time step integration ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
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    Notes: In this paper, the second-order-accurate non-dissipative Newmark method is modified to third-order-accurate with controllable dissipation by using complex time steps. Among these algorithms, the asymptotic annihilating algorithm and the non-dissipative algorithm are found to be the first sub-diagonal (1,2) and diagonal (2,2) Padé approximations, respectively. The non-dissipative algorithm is therefore fourth-order-accurate. The stability properties and errors for algorithms with other dissipations are between these two algorithms. The spectral radii, the algorithmic damping ratios and the relative period errors for the present third-order complex-time-step algorithms are compared favourably with other algorithms. © 1997 by John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 327-336 
    ISSN: 1069-8299
    Keywords: crack ; boundary element method ; effective mechanical properties ; discontinuity displacement method ; variational principle ; stress intensity factor ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
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    Notes: Based on the concept of discontinuity displacement, an analytical solution for cracked thin plates has been derived in which displacements and stresses in a solid can be expressed by the linear distributed discontinuity displacements on the whole boundary. By way of the potential variational principle and the analytical solution newly developed, a boundary element model for 2D multiple crack problems has been presented and applied to fracture and damage analysis of thin plates with many cracks. Two numerical examples are considered to illustrate applications of the proposed element model.© 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 319-326 
    ISSN: 1069-8299
    Keywords: homogenization of periodic media ; masonry ; damage ; finite element method ; plane stress ; generalized plane strain ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: Through the homogenization theory for periodic media, the macroscopic behaviour of masonry may be derived from the behaviour of its constitutive materials (brick and mortar). Such a procedure has been used by many authors but always in an approximate manner. In particular, masonry has been considered either as infinitely thin (two-dimensional media under plane stress), or as infinitely thick (two-dimensional media under generalized plane strain). In order to determine the range of validity of either assumption, the homogenization theory is here implemented in a rigorous way, i.e. taking into account the finite thickness of masonry. Both brick and mortar being assumed as subjected to isotropic damage, numerical computations show that the above-mentioned assumptions have little influence on the macroscopic elastic behaviour of masonry, but may significantly affect its non-linear response (ultimate load and mode of failure). © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 337-342 
    ISSN: 1069-8299
    Keywords: heat flow ; finite elements ; probabilistic analysis ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
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    Notes: A solution of the thermal problem in random conditions is presented. The heat flow is formulated in terms of finite elements. The theoretical formulation is described which presents probabilistic distributions for temperature, taking into account random initial and boundary conditions as well as thermal properties of material. An example of the thermal analysis is demonstrated.© 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 343-353 
    ISSN: 1069-8299
    Keywords: plate element ; finite element method ; reduced integration ; penalty number ; Lagrange and serendipity elements ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
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    Notes: The serendipity (eight nodes) and Lagrange (nine nodes) plate elements following the Reissner-Mindlin irreducible formulation for the bending of plates are among the most popular in the finite element method. However, reduced integration on the shearing part of the stiffness matrix has to be performed in order to avoid locking of the mesh in the limit of thin plates, where numerical constraints are taking some degrees of freedom in order to be satisfied. This paper explains the competition between those constraints and the degrees of freedom, giving a mean to predict whether a mesh will lock or not. It also shows why the Lagrange element performs better than the serendipity element. Numerical results confirm this analysis. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 355-372 
    ISSN: 1069-8299
    Keywords: differential quadrature method ; finite element method ; porosity distribution ; powder metallurgy ; sintering ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: Viscous sintering of a porous ball with various initial distributions of porosity versus radius is considered. For the solution of the corresponding boundary-value problems of the evolution of porosity and flow velocity fields during sintering, the numerical algorithms based on the differential quadrature method (DQM) and an arbitrary Eulerian-Lagrangian version of the finite element method (FEM) (the permeable element method) are elaborated. A comparative analysis of the calculation results is carried out. The question of the influence of non-uniformity of porosity distribution on the localization of densification is discussed. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 373-385 
    ISSN: 1069-8299
    Keywords: wavelet ; integral equation ; boundary element ; circulant matrix ; Engineering ; Numerical Methods and Modeling
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    Notes: A wavelet boundary element method (WBEM) for boundary integral equations is presented. A discrete approximating integral equation is derived by expanding the function into a wavelet series. Using a circulant matrix method, the coefficient matrix is obtained from the values of the kernel functions on the boundary, instead of by numerical integration. Two examples of two-dimensional Laplace equations are shown. The results obtained by the wavelet boundary element are found to be in good agreement with exact results. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 387-396 
    ISSN: 1069-8299
    Keywords: free convection ; channel ; finite difference method ; Engineering ; Numerical Methods and Modeling
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    Notes: A finite difference method of solving problems of free convection in a parallel plate channel with or without internal obstructions is presented. It uses the steady-state governing equations including the axial diffusion terms, and it does not require pressure matching or conditions to obtain the solution. The buoyancy-induced upward velocity is self-generated without requiring any extra effort or strategy over that normally used for iterative finite difference solution of elliptic equations. The method simply uses the average upward velocity from one iteration to the next until convergence. Comparison and a few illustrations are included to indicate the validity and usefulness of the method. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 397-405 
    ISSN: 1069-8299
    Keywords: boundary element method ; dual reciprocity ; adhesive patch ; stiffened panels ; Engineering ; Numerical Methods and Modeling
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    Notes: A dual reciprocity method (DRM) for the analysis of problems involving thin patches adhesively bonded to a thin sheet is presented. Displacement compatibility between the sheet and patches is enforced. The attachment forces are modelled as body forces acting in subdomains within the sheet and patch domains. The DRM is used to avoid the discretization of the attachment subdomains into internal cells. The formulation presented does not require the storage and inversion of the DRM coefficients matrix. Results are presented for the attachment forces which demonstrate the accuracy of the solution proposed. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 239-247 
    ISSN: 1069-8299
    Keywords: Engineering ; Numerical Methods and Modeling
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    Notes: An implicit unconditionally stable partitioned solution procedure for the simultaneous integration of transient coupled field problems is presented. The procedure does not require that the full system of coupled equations be assembled, and allows use of existing single-field analysis software modules to solve the coupled field problem. An iterative partitioned conjugate gradient procedure is used to avoid having to form and assemble the Schur complement matrix. The coupling matrices never need be formed, thus resulting in substantial computational savings. © 1997 by John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 249-260 
    ISSN: 1069-8299
    Keywords: Engineering ; Numerical Methods and Modeling
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    Notes: The super-time-stepping algorithm is an improved timestepping scheme. It can significantly increase the performance of explicit methods, by reducing the restrictive timestep limits that exist. One of the drawbacks of the method is that the improvements are dependent on a set of parameters which are generally unknown. An investigation is performed to find the effect of these parameters and a method is described that estimates them. The technique is applied to a real problem and the results show a considerable improvement over a standard explicit timestepping scheme. The technique is implemented in an object-oriented manner, and details are given in an Appendix. © 1997 by John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 273-284 
    ISSN: 1069-8299
    Keywords: incompressible viscous flow ; arbitrary Lagrangian-Eulerian ; Engineering ; Numerical Methods and Modeling
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    Notes: A space-time finite element method based on an arbitrary Lagrangian-Eulerian description is developed and implemented for the solution of Navier-Stokes equations for predicting the unsteady incompressible flows past arbitrary geometries. The governing equations are expressed in the fixed frame of reference wherein the terms related to grid motion are included. Superparametric space-time elements are used in discretization of the domain in which the finite elements are both allowed to move and deform. The code developed here is calibrated and tested on the flow about a drifting sphere. First, the unidirectionally drifting sphere is set to drift from a steady state at an initial Reynolds number of 1000. In addition, laminar flow about a drifting and falling sphere is studied, starting from the steady state at a Reynolds number of 10,000. © 1997 by John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 261-271 
    ISSN: 1069-8299
    Keywords: axisymmetric ; nonlinear ; thick shell ; buckling ; conjugate gradient like method ; semi-analytical method ; Engineering ; Numerical Methods and Modeling
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    Notes: The paper highlights the results of numerical experimentation with a geometrically non-linear formulation of a thick axisymmetric shell element involving non-axisymmetric deformation. The formulation itself has earlier been presented in the context of a non-linear local-global analysis of shells of revolution, where very little attention was paid to an independent evaluation of the element's performance. A Fourier decomposition of the loads and the displacements has been used in the circumferential co-ordinate, in order to describe the non-axisymmetric behavior. Due to the interaction between different harmonic terms in the non-linear analysis, the tangential stiffness matrix is no longer block-diagonal. A pseudoload method and a conjugate gradient like iterative scheme have been used to overcome the problem of a large tangent stiffness matrix, and thus most of the advantages of the semi-analytical method have been retained in the non-linear analysis. The accuracy of the predictions in the study has been benchmarked by analysing the same examples using the quadrilateral shear deformable shell element available in the commercial code NISA II. A comparison with other results available in the literature hints that the effect of transverse shear deformation should not be neglected in the geometrically non-linear analysis of shells which are traditionally considered thin. © 1997 by John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 285-299 
    ISSN: 1069-8299
    Keywords: error estimates ; remeshing strategies ; finite elements ; adaptive analysis ; elasto-plastic analysis ; Engineering ; Numerical Methods and Modeling
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    Notes: The major difficulty in applying the finite element method to practical problems is the design of a suitable mesh and the assessment of discretization errors. To overcome this difficulty considerable effort has been made in developing adaptive finite element methods, but most of the work has been limited to linear problems. In this paper, fundamental concepts related to error estimates and mesh refinement strategies for non-linear problems are addressed. A simple, but reliable, path-dependent error estimator is proposed. Based on the errors estimated by the present method, a mesh refinement strategy is also suggested. Numerical examples of two ideal plasticity plane stress problems are shown. The non-linear plasticity model is based on an incremental theory using the von Mises yield criterion. © 1997 by John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 301-306 
    ISSN: 1069-8299
    Keywords: quadrature ; lower-order elements ; natural-mode method ; CPU time ; symbolic code ; engineering computations ; Engineering ; Numerical Methods and Modeling
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    Topics: Mathematics , Technology
    Notes: The purpose of the paper is twofold: firstly to show that a very large range of finite element linear and non-linear computations have been conducted without the use of quadrature; secondly to present some of the prerequisites that have been used in order to accomplish this task. Although some of the rules stated here have been well known in the scientific literature and may have been applied for separate subtasks, to our knowledge they have not been put in practice for the conduction of numerous large-scale practical engineering computations and the estimation of nearly all important elemental matrices. © 1997 by John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 495-510 
    ISSN: 1069-8299
    Keywords: classical deformation ; shear deformation ; axisymmetric circular plates ; unified finite elements ; Engineering ; Numerical Methods and Modeling
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    Notes: In this paper a unified finite element model that contains the Euler-Bernoulli, Timoshenko and simplified Reddy third-order beam theories as special cases is presented. The element has only four degrees of freedom, namely deflection and rotation at each of its two nodes. Depending on the choice of the element type, the general stiffness matrix can be specialized to any of the three theories by merely assigning proper values to parameters introduced in the development. The element does not experience shear locking, and gives exact generalized nodal displacements for Euler-Bernoulli and Timoshenko beam theories when the beam is homogeneous and has constant geometric properties. While the Timoshenko beam theory requires a shear correction factor, the third-order beam theory does not require specification of a shear correction factor. An extension of the work to axisymmetric bending of circular plates is also presented. A stiffness matrix based on the exact analytical form of the solution of the first-order theory of circular plates is derived. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 517-531 
    ISSN: 1069-8299
    Keywords: homogenization ; orthotropic material ; finite element analysis ; Lagrange multipliers ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
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    Notes: This paper demonstrates a simple finite element implementation of Lagrange multipliers to model the mechanical behaviour of an orthotropic composite material. The research shows the proper set of kinematic boundary conditions that must be applied in 2D plane stress elasticity to achieve the correct unit strain vectors that, upon interrogation of the associated Lagrange multipliers, give the stresses induced by these strain vectors. From these stresses the terms in the elasticity matrix can be evaluated. As well as demonstrating the correct kinematic conditions required, the paper presents the consequences of applying intuitive but incorrect conditions. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 533-540 
    ISSN: 1069-8299
    Keywords: extrapolation ; non-linear potential equation ; reaction-diffusion ; semiconductors ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
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    Notes: We develop and test a 6th-order Richardson extrapolation scheme as an error estimator for reaction-diffusion problems. Supporting numerical experiments are presented. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 553-564 
    ISSN: 1069-8299
    Keywords: mixed methods ; high-order finite differences ; compact stencils ; superconvergence ; Engineering ; Numerical Methods and Modeling
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    Notes: We develop a class of higher-order mixed finite difference methods for elliptic partial differential equations. The problem is recast as a first-order mixed system and the higher-order compact schemes follow as a natural extension of the formulations we developed previously for the scalar PDE problem. Since the flux appears explicitly in the mixed formulation we obtain higher-order (nodal superconvergent) solutions in both the primary solution field and also the flux. Some supporting numerical experiments are included to demonstrate the superconvergent rates. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 541-552 
    ISSN: 1069-8299
    Keywords: hybrid-equilibrium finite elements ; statically admissible stress fields ; spurious kinematic modes ; self-stressing modes ; Engineering ; Numerical Methods and Modeling
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    Notes: The paper describes an unexpected type of convergence behaviour occurring for a single, variable degree, primitive-type equilibrium element. For this element the number of independent stress fields is less than the number of independent boundary displacement variables that do not correspond to rigid element modes of displacement. This leads to the conclusion that the element is hypostatic and that, in the absence of self-stressing modes, no convergence can occur. Such ‘conventional’ counting procedures do not, however, reveal the whole picture, and numerical determination of the rank of the coefficient matrix of the equilibrium equations shows that, in practice, self-stressing modes can and do exist in a model which would conventionally be described as hypostatic. The rank deficiency in the coefficient matrix is shown to be due to the fact that, upon transformation, independent stress fields do not necessarily lead to independent boundary tractions. Generalization to conventionally iso- and hyperstatic models demonstrates that, whenever the coefficient matrix is rank-deficient, spurious kinematic modes coexist with self-stressing modes. The problem which reveals the curious convergence characteristics for the primitive-type element is resolved using a macro-type element, and it is seen that, with the larger degree of hyperstaticity available to this element, strictly monotonic convergence characteristics are observed. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 565-572 
    ISSN: 1069-8299
    Keywords: mixed harmonic element ; shells of revolution ; consistent stress parameters ; Engineering ; Numerical Methods and Modeling
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    Notes: A simple and efficient three-noded mixed harmonic axisymmetric element for shells of revolution under non-symmetric loading is developed. The present element considering shear strain is based on a modified mixed variational principle in which the independent unknowns are only the quantities prescribable at the shell edges. The non-symmetric variations of the displacements and stress resultants in the circumferential direction are decomposed in terms of Fourier series. The stress resultants are eliminated on the element level so that the standard stiffness equations are obtained. The importance of consistent stress parameters is addressed and the efficiency of the present consistent mixed element is shown. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 573-582 
    ISSN: 1069-8299
    Keywords: extrapolation ; finite difference scheme ; grid ; Engineering ; Numerical Methods and Modeling
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    Notes: The technique of Richardson extrapolation, which has previously been used on time-independent problems, is extended so that it can also be used on time-dependent problems. The technique presented is completed in the sense that the extrapolated solution is calculated at all spatial grid nodes which coincide with nodes of the finest grid considered. Numerical examples are presented when the technique is applied to the Lax-Wendroff and Crank-Nicholson finite difference schemes which are used to approximate solutions to the convection-diffusion equation. The examples show that extrapolation can be an easy and efficient way in which to produce accurate numerical solutions to time-dependent problems. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 583-592 
    ISSN: 1069-8299
    Keywords: RLW equation ; finite elements ; Petrov-Galerkin ; undular bore ; Engineering ; Numerical Methods and Modeling
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    Topics: Mathematics , Technology
    Notes: The equal width equation is solved by a Petrov-Galerkin method using quadratic B-spline spatial finite elements. A linear recurrence relationship for the numerical solution of the resulting system of ordinary differential equations is obtained via a Crank-Nicolson approach involving a product approximation. The motion of solitary waves is studied to assess the properties of the algorithm. The development of an EW undular bore is investigated and compared with that of the RLW bore. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 229-240 
    ISSN: 1069-8299
    Keywords: filling of thin section ; finite element method ; surface tension ; interface element ; Engineering ; Numerical Methods and Modeling
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    Topics: Mathematics , Technology
    Notes: An interface element to model the pressure discontinuity due to surface tension when applied to the filling of a thin section cavity is presented. The equations used to form the element matrix for the interface element are the line integral form of the continuity and momentum equations. During the development of the finite element model, the pressure difference across the free surface due to surface tension is treated as an additional traction and is applied to all element sides which form the free surface. Simple numerical examples are then presented to illustrate the technique on the filling of a rectangular thin section cavity. © 1998 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 253-269 
    ISSN: 1069-8299
    Keywords: potential flow ; optimization approach ; sensitivity analysis ; adjoint variable method ; finite elements ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: Potential flow problems around immersed bodies have been treated by an optimization approach. When the stream function is used as the field variable, the boundary values may not be known a priori and may be taken as the decision parameters to minimize integral objective functionals. The circulation integrals around the immersed bodies or the Kutta condition at the trailing edges of the bodies may be used to construct the objective function of optimization. The sensitivity analysis needed for the minimization process is performed by the adjoint variable method, while the numerical solutions of the primary (flow) and adjoint equations have been obtained by the finite element method. Having checked the present method with exact solutions and the classical superposition method, several flow problems involving one or more immersed bodies with or without circulation are investigated numerically. © 1998 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 289-304 
    ISSN: 1069-8299
    Keywords: stress intensity factors (SIF) ; finite element method (FEM) ; reciprocal work contour integral (RWCI) ; path-independent integrals (PII) ; displacement correlation technique (DCT) ; quarter-point displacement technique (QPDT) ; Engineering ; Numerical Methods and Modeling
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    Topics: Mathematics , Technology
    Notes: A new method for improving the approximations of stress intensity factors computed from path-independent integrals is developed. The method uses Richardson's extrapolation. Numerical results are given to show the efficiency and the stability of the present method. © 1998 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 627-634 
    ISSN: 1069-8299
    Keywords: finite elements ; doubly connected regions ; Poisson's equation ; viscous flow ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: In this paper we give a finite element method and its error estimate for evaluating double integrals over a smooth domain. The results are used to compare rates of flow of a viscous incompressible fluid in a pipe-in-pipe system with different doubly connected cross-sections. These numerical results confirm an earlier conjecture regarding the rates of flow. ©1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 321-333 
    ISSN: 1069-8299
    Keywords: eigenvalue analysis ; sensitivity evaluation ; large-scale systems ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: This paper presents a general rank-1 matrix formula which allows for proper rearrangement of individual terms in multiproduct forms involving vectors and matrices. A far-reaching application of the new matrix formula to eigenvalue sensitivity evaluation is presented in the paper. Such an application reduces the sensitivity expressions to elegant, very fast and recursive forms with substantial savings in computer resources. The formula is applicable to rank-1 matrices of special structures which may constitute derivatives of the system state matrix, which is widely used in control system applications, with respect to various parameters of interest. In such cases, the use of the rank-1 formula yields exact non-approximate solutions which are identical to those obtained by other conventional formulas. The applicability of the rank-1 formula is believed to cover a wide variety of practical engineering systems pertaining to control and stability. © 1998 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 635-641 
    ISSN: 1069-8299
    Keywords: design optimization ; air-breathing engine ; wave rotor ; multiflow turbofan engine ; Engineering ; Numerical Methods and Modeling
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    Notes: The design optimization of air-breathing propulsion engine concepts has been accomplished by soft-coupling the NASA Engine Performance Program (NEPP) analyser with the NASA Lewis multidisciplinary optimization tool COMETBOARDS. Engine problems, with their associated design variables and constraints, were cast as non-linear optimization problems with thrust as the merit function. Because of the large number of mission points in the flight envelope, the diversity of constraint types, and the overall distortion of the design space, the most reliable optimization algorithm available in COMETBOARDS, when used by itself, could not produce satisfactory, feasible, optimum solutions. However, COMETBOARDS' unique features-which include a cascade strategy, variable and constraint formulations, and scaling devised especially for difficult multidisciplinary applications-successfully optimized the performance of subsonic and supersonic engine concepts. Even when started from different design points, the combined COMETBOARDS and NEPP results converged to the same global optimum solution. This reliable and robust design tool eliminates manual intervention in the design of air-breathing propulsion engines and eases the cycle analysis procedures. It is also much easier to use than other codes, which is an added benefit. This paper describes COMETBOARDS and its cascade strategy and illustrates the capabilities of the combined design tool through the optimization of a high-bypass-turbofan wave-rotor-topped subsonic engine and a mixed-flow-turbofan supersonic engine. ©1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 655-663 
    ISSN: 1069-8299
    Keywords: stress intensity factors ; computing compliance method ; Engineering ; Numerical Methods and Modeling
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    Topics: Mathematics , Technology
    Notes: For a cracked orthotropic torsion bar, the torsion compliance C is evaluated numerically in this paper. The dependence of the compliance C with respect to the crack length A will give the stress intensity factor at the crack tip. Numerical examples are given to demonstrate the influence of the elastic material constants of orthotropic materials. ©1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 665-673 
    ISSN: 1069-8299
    Keywords: geometrically non-linear analysis ; variational principle ; non-conforming element method ; Engineering ; Numerical Methods and Modeling
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    Notes: New variational principles with relaxed interelement continuity requirement are developed for geometrically non-linear analysis, and the refined non-conforming element methods are given. A simple modification of the constant strain can be introduced into the formulation, and the remaining procedures are the same as that of the conventional displacement method. ©1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 687-693 
    ISSN: 1069-8299
    Keywords: shape functions ; Gauss points ; algorithm ; Engineering ; Numerical Methods and Modeling
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    Notes: An improvement to a previously described algorithm that systematically generates shape functions is presented. The new method produces explicit closed-form shape functions which may be programmed directly. The previous method evaluated the shape functions numerically at the Gauss points by means of repetitive subroutine calls. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 705-713 
    ISSN: 1069-8299
    Keywords: natural-modes ; finite element method ; model problem ; thermomechanical buckling ; computing statistics report ; Engineering ; Numerical Methods and Modeling
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    Topics: Mathematics , Technology
    Notes: We address here some computational aspects of the natural-mode finite element method (NM-FEM), a technique recently developed by the authors for the analysis of arbitrary composite shells. We consider in particular a model problem comprising a (45/-45/0/90)S cylindrical composite shell with 2398 degrees of freedom subjected to compressive load and temperature increase, and compute the first four critical loads and temperatures. For this problem a computational statistics report is obtained showing the breakdown of the CPU time in the various routines. It is observed that most of the computing time is spent on algebraic operations, suggesting computational efficiency and high potential for vectorization/parallelization. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 715-725 
    ISSN: 1069-8299
    Keywords: boundary element method ; integration ; analytical ; formulae ; Engineering ; Numerical Methods and Modeling
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    Topics: Mathematics , Technology
    Notes: The integrals required in the computation of influence coefficient matrices of the boundary element method (BEM) depend on the distance r(x,x′) from the collocation point or field point x to the source or load point x′. As a consequence, a distinction must be made between the case where the collocation point does not belong to the integration domain (proper integrals) and the case where the collocation point does belong to the integration domain (improper integrals). Moreover, situations arise where x comes close to x′ and the integrals, albeit of a regular character, behave almost as improper, this case being referred to as nearly singular integration.Analytical integration captures best the singular or nearly singular kernel behavior, but this technique can only be carried out in very simple situations as, for instance, boundary integrals over straight elements. In the present paper a set of useful analytical integration formulas for the 2D BEM with curved elements is deduced, employing a symbolic computational algebra system. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 755-763 
    ISSN: 1069-8299
    Keywords: non-parametric estimation ; probability density ; kernel method ; Engineering ; Numerical Methods and Modeling
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    Topics: Mathematics , Technology
    Notes: Non-parametric density estimation is the problem of approximating the values of a probability density function, given samples from the associated distribution. Non-parametric estimation finds applications in discriminant analysis, cluster analysis, and flow calculations based on Smoothed Particle Hydrodynamics. Usual estimators make use of kernel functions, and require on the order of n2 arithmetic operations to evaluate the density at n sample points. We describe a sequence of special weight functions which requires almost linear number of operations in n for the same computation. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 765-775 
    ISSN: 1069-8299
    Keywords: Trefftz method ; T-elements ; Tikhonov procedure ; Engineering ; Numerical Methods and Modeling
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    Topics: Mathematics , Technology
    Notes: This paper proposes a new family of special Trefftz elements in which the boundary conditions on an internal curve (stiffener, hole, etc.) are fulfilled by the least squares procedure. The author anticipates difficulties with conditioning of such elements and therefore proposes a method to improve the aspect. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 785-792 
    ISSN: 1069-8299
    Keywords: FEM-BEM coupling ; elastoplasticity ; relaxation ; preconditioning ; Engineering ; Numerical Methods and Modeling
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    Notes: Non-linear physical systems of infinite extent are conveniently modelled using FE-BE coupling methods. By the combination of both methods, suitable use of the advantages of each one may be obtained. Several possibilities of FEM-BEM coupling and their performance in some practical cases are discussed in this paper. Parallelizable coupling algorithms based on domain decomposition are developed and compared with the most traditional coupling methods. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 963-976 
    ISSN: 1069-8299
    Keywords: plane stress ; finite elements ; finite strain plasticity ; Engineering ; Numerical Methods and Modeling
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    Notes: A two-dimensional finite element method is developed for large deformation plasticity. Principal axes are used for the description of the material behaviour, and the use of principal logarithmic stretches leads to exact formulae for finite deformation problems with large elastic and plastic strains. An efficient return mapping algorithm and the corresponding consistent tangent are derived and applied to plane stress problems. Two examples show the performance of the proposed formulation. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 949-961 
    ISSN: 1069-8299
    Keywords: consistent normal ; discrete normal ; slip boundary conditions ; finite elements ; Engineering ; Numerical Methods and Modeling
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    Notes: Computational fluid dynamics simulations often require the imposition of slip boundary conditions: zero-normal velocity. When the geometry is complex, the imposition of this type of boundary condition is not trivial since the current implementations require the computation of consistent normals. The slip boundary condition can be viewed as a constraint to the solution. Hence in the framework of the Lagrange multiplier approach, we present an accurate general implementation of consistent normals. With this new approach, these consistent normals are not computed explicitly at the expense of adding new unknowns - the Lagrange multipliers of the constraint - which can be interpreted as normal forces on the flow. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 923-940 
    ISSN: 1069-8299
    Keywords: finite volume ; convection ; diffusion ; convergence ; Engineering ; Numerical Methods and Modeling
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    Notes: A new high order FV method is presented for the solution of convection-diffusion equations, based on a 4-point approximation of the diffusive term and on the definition of a quadratic profile for the approximation of the convective term, in which coefficients are obtained by imposing conditions on the truncation error. The method works on unequal volumes (ratios of consecutive volume sizes in the interval [1/3,3]). The properties of this method are analysed formally. Numerical examples are given. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 855-866 
    ISSN: 1069-8299
    Keywords: conjugate heat transfer ; electronic coding ; PISO ; board opening ; false solid property ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: Numerical simulations were performed to investigate convective-conductive heat transfer due to a laminar boundary layer flow of air over a two dimensional array of rectangular chip blocks which represent the finite heat sources. The main focus of this study is on the simulation of the flow fields and temperature variations of the air and the chip blocks. The purpose of this study is to verify the effects of the openings of the board in the areas between the chip blocks on the enhancement of cooling the heating blocks. Due to a pressure differential occurring across the opening, the induced vertical flow serves as a suction or blowing force and consequently enhances heat dissipation to the ambient fluid. The optimal configuration of the chip board regarding cooling the heat source would yield lower chip temperatures with limited chip-to-chip temperature variations.A time-accurate numerical scheme algorithm, PISO (pressure-implicit with splitting of operators), is used to simulate the conjugate heat transfer between the fluid and solid phases. In this work, a set of false solid properties was employed to force the solid side to have a time scale comparable to that of the fluid side in order to avoid numerical instabilities due to different time scales used in the calculations. The results of the simulations show that the existence of the array of blocks results in stagnant flow regions between blocks in which heat convected to the ambient flow field is limited. It was found that heat transfer can be enhanced passively, especially in the areas between blocks, by opening the chip board between blocks. The enhancement of heat transfer thus occurring is presumably due to a pseudo-suction force which induces a vertical flow between blocks. The enhancement of heat transfer for the chips on-board is reflected by a global increase of the Nusselt number on the chip blocks, especially on the west sides of the chips located further downstream of the flow direction. Further investigation shows that the chip-to-chip temperature variations diminish if the openings located upstream of the front end block and downstream of the rear end block are sealed. The optimal cooling configuration for the array of chip blocks can be utilized by the electronics industry. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 719-730 
    ISSN: 1069-8299
    Keywords: phase-change problems ; conduction-advection equation ; upwind weight function ; Engineering ; Numerical Methods and Modeling
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    Topics: Mathematics , Technology
    Notes: A finite element formulation for solving transient multidimensional phase-change problems considering advective effects is presented. This temperature-based formulation includes the definition of a phase-change function able to deal with classical isothermal and non-isothermal phase-change cases. Moreover, a new upwind weight function is defined in order to avoid numerical oscillations in problems with dominant advective effects. Further, some important aspects related to its numerical implementation are also addressed. The ability of this methodology is illustrated, firstly, in the solution of a one-dimensional test example. Finally, the numerical simulation of a direct-chill continuous casting process is performed. © 1998 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 763-772 
    ISSN: 1069-8299
    Keywords: coupled vibrations ; Timoshenko beam ; boundary integral equation method ; symbolic computation ; Engineering ; Numerical Methods and Modeling
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    Topics: Mathematics , Technology
    Notes: Symbolic computer algebra systems relieve one from the tedious task of different mathematical operations which are essential to obtain solutions. Due to their highly advanced features they have come to be used widely in computational mechanics. This paper describes an application of the modern computer algebra system Mathematica to the derivation of fundamental solutions necessary for the application of the boundary integral equation method. The problem treated is an asymmetric cross-section Timoshenko beam in free vibration. For this problem, the derivation of fundamental solutions involves lengthy mathematical operations which are very tedious if performed explicitly by hand. Therefore, using Mathematica we derive the fundamental solutions and generate the influence matrices from which the natural frequencies can be found. © 1998 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 751-761 
    ISSN: 1069-8299
    Keywords: acoustic ; electromagnetic ; integral equations ; scattering ; time domain ; radar cross-section ; Engineering ; Numerical Methods and Modeling
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    Notes: Analysis of high frequency scattering using pulsed illumination generates surface fields which are small over most of the scatterer most of the time. A reformulation of the usual integral equation time domain approach which exploits this is presented. It is shown that cost scaling can be reduced, with costs reduced by an order of magnitude for the examples presented, with negligible accuracy loss. © 1998 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 797-808 
    ISSN: 1069-8299
    Keywords: mesh equidistribution ; area preserving map ; singular BVP ; Engineering ; Numerical Methods and Modeling
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    Notes: In this paper, an adaptive mesh method is employed to solve a class of singular boundary value problems. The approach is based on an area-preserving map and some mesh shape control in two-dimensional space. Two benchmark problems, which both involve singularities in physical domains, are tested. © 1998 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 195-208 
    ISSN: 1069-8299
    Keywords: differential quadrature method ; elastic torsion ; numerical solution ; Poisson equation ; Laplace equation ; geometric mapping ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: The governing equation of an elastic prismatic shaft is the two-dimensional Poisson equation defined on the cross-sectional area of the shaft. In this paper, the differential quadrature method (DQM) is employed to solve the Poisson equation on some non-rectangular domains. Singularities, which may appear in the expression of stress components or boundary conditions at a degenerated point of the grid, are removed by means of the Taylor expansion. The results of three examples are compared with the exact solutions. It is shown that accurate results can be achieved by the DQM. In addition, three geometric transformations are conducted in the third example so that the effect of mapping on the convergence and accuracy of results is investigated. It is found that rapid convergence can be fulfilled if the degenerated point of the mesh falls on a Dirichlet boundary. The approach addressed in the paper can be extended to other potential problems governed by either the Poisson equation or the Laplace equation. © 1998 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 209-218 
    ISSN: 1069-8299
    Keywords: three-dimensional convection-diffusion equation ; fourth-order compact scheme ; iterative methods ; Engineering ; Numerical Methods and Modeling
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    Topics: Mathematics , Technology
    Notes: We present an explicit fourth-order compact finite difference scheme for approximating the three-dimensional convection-diffusion equation with variable coefficients. This 19-point formula is defined on a uniform cubic grid. We compare the advantages and implementation costs of the new scheme with the standard 7-point scheme in the context of basic iterative methods. Numerical examples are used to verify the fourth-order convergence rate of the scheme and to show that the Gauss-Seidel iterative method converges for large values of the convection coefficients. Some algebraic properties of the coefficient matrices arising from different discretization schemes are compared. We also comment on the potential use of the fourth-order compact scheme with multilevel iterative methods. © 1998 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 241-251 
    ISSN: 1069-8299
    Keywords: finite elements ; pollutant ; saturated porous medium ; semi-implicit method ; velocity correction ; mass transfer ; Engineering ; Numerical Methods and Modeling
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    Topics: Mathematics , Technology
    Notes: A practical problem of pollutant migration has been studied for different concentration differences and mass diffusivities using the finite element method. The results indicate that the pollutant takes years to travel 10 m into the water-saturated soil when the mass diffusivity and concentration differences are less. © 1998 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 277-285 
    ISSN: 1069-8299
    Keywords: numerical simulation ; steel ; quenching ; finite volume method ; Engineering ; Numerical Methods and Modeling
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    Topics: Mathematics , Technology
    Notes: On the basis of the control volume method the algorithm and computer program for prediction of the hardness distribution in quenched steel specimens with complex geometries have been developed. The algorithm and computer program are designed to solve 2D situation problems such as the quenching of complex cylinders, cones, spheres, etc. The computer program consists of three parts: automatic computation of domain and grid generation, computation of cooling curve in grid-points, and computation of hardness in grid-points. The mathematical model has been tested experimentally. The test showed that the model describes the hardness distribution in a quenched steel specimen of a complex form, with quite satisfactory accuracy. © 1998 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 271-275 
    ISSN: 1069-8299
    Keywords: basis transformation ; interpolations ; finite elements ; thin plates ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
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    Notes: The 9 df thin plate element of Mohr and Mohr uses cubic interpolation to obtain values of w at the third points of the element sides, in turn interpolating from these and the vertex values within the element. Recently this element has been modified and successfully applied to ‘potential’ problems. Subsequently it was found that the interpolations of the element of Bazeley et al. (1965, 1968) gave identical results for potential problems. In the present paper it is shown that this is because the interpolations of the two elements are exactly equivalent. © 1998 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 313-319 
    ISSN: 1069-8299
    Keywords: fluid mechanics ; vortex dynamics ; viscous flow ; Navier-Stokes equation ; vortex methods ; splitting procedure ; Engineering ; Numerical Methods and Modeling
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    Topics: Mathematics , Technology
    Notes: A numerical scheme has been obtained rigorously from the initial-boundary value problem for the Navier-Stokes (NS) equations in the context of the vortex method. The technique is based on a transformation of the NS equation into a parabolic equation which has an exact solution. The numerical scheme is derived by expanding the exact solution in Taylor series in powers of a small time interval. Numerical implementation is developed with use of vortex particles to represent the vortex flow domain. The method is used to solve practical engineering problems. The technique can also incorporate turbulence modelling. © 1998 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 347-354 
    ISSN: 1069-8299
    Keywords: thin wire loop antenna ; integro-differential equation ; frequency domain ; current distribution ; the weak formulation ; finite element technique ; Engineering ; Numerical Methods and Modeling
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    Topics: Mathematics , Technology
    Notes: The circular loop antenna is analysed by using the electric field integro-differential equation in the frequency domain. The weak form of the integro-differential is derived and then the current distribution along the circular loop antenna is calculated by solving the resulting equation via the finite element technique. Accurate results are obtained using the linear shape and test functions. © 1998 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 355-365 
    ISSN: 1069-8299
    Keywords: transient dynamics ; interaction of the crack sides ; crack propagation ; time domain formulation ; boundary element method ; Engineering ; Numerical Methods and Modeling
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    Topics: Mathematics , Technology
    Notes: For two-dimensional solids the multiregion concept and the time-domain approach in the boundary element method are employed to model cracks in transient dynamics. The propagation of cracks and the closing and opening of crack sides are simulated by disconnecting and connecting degrees of freedom of a stationary mesh, as was also demonstrated recently in statics by Beer. An iterative technique is developed to determine the changes of the extent of the area where there is connection, contact or no contact at the interface between dynamically loaded regions. © 1998 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 941-957 
    ISSN: 1069-8299
    Keywords: geometrical non-linear ; UL formulation ; drilling degrees of freedom ; generalized conforming ; arc-length method ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: An updated Lagrangian formulation of the generalized conforming flat shell element with drilling degrees of freedom is derived based on the incremental equation of virtual work of a three-dimensional (3D) continuum for a purely geometric non-linear analysis of the space structure. While solving the non-linear equations, the Euler-Newton method and modified Euler-Newton method are used in static analyses, and the modified arc-length method and Newton arc-length method for post-buckling problems. A number of numerical examples are given to demonstrate the effectiveness of the proposed approach and programs. © 1998 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 473-491 
    ISSN: 1069-8299
    Keywords: temporal acceleration ; viscoelastic ; recovery ; Taylor-Galerkin ; finite elements ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: This paper presents a finite element study based on a technique associated with time extrapolation to accelerate the convergence rate to the steady state for viscoelastic flows. The approach adopted is a local extrapolation method attributed to Neville. Temporal extrapolation is embedded within a time-marching Taylor-Galerkin/pressure-correction scheme as applied to the solution of model channel flow, 4:1 plane contraction flow and flow past a circular cylinder. In particular, consideration is given to obtaining steady-state solutions for an Oldroyd-B model. When extrapolation is performed for stress and velocity or pressure, then stress and velocity overshoot, which consequently leads to divergence. In contrast, a stable numerical scheme emerges when only the stress is extrapolated. © 1998 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 505-517 
    ISSN: 1069-8299
    Keywords: hypersingular integral equation ; continuous elements ; stress analysis ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: In this paper, a method for the evaluation of boundary stresses directly from the BEM solution of elastostatic problems using the static boundary integral equation is presented. The technique is valid for corners and edges as well as smooth points on the boundary, and involves defining a new interpolation function for continuous elements which incorporate certain continuity conditions arising from the hypersingular nature of the integrals involved. An integration technique based on the singularity subtraction method using series expansions is adopted for the hypersingular intergrals. Results are shown to be more accurate than those obtained with conventional techniques. © 1998 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 539-547 
    ISSN: 1069-8299
    Keywords: boundary-only element analysis ; thermal cracking ; crack trajectory ; singular elements ; traction formula ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A boundary element procedure is developed concerning the prediction of the quasistatic crack growth in uniformly heated bimaterials. This procedure assumes the existence of an initial small crack in one of the two phases, and further cracking progress from this point due to thermal loading. The resulting mixed boundary value problem is solved by applying an incremental boundary-only method in conjunction with the multidomain technique. Fracture characterizing parameters are evaluated utilizing special crack tip singular elements and appropriate formulas. The crack path is predicted using the strain energy release rate criterion, and the mesh is updated at the end of each increment. The presented results are in good agreement with previously reported experimental results and those obtained by the finite element method. Various numerical studies were conducted and interpreted concerning crack-path dependence on individual material property mismatch. © 1998 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 559-567 
    ISSN: 1069-8299
    Keywords: gust ; buffet ; random ; vibration ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
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    Notes: A convenient and effective finite-element-based method for buffeting analysis of complex structures is presented. This method is very efficient for structures with the natural frequencies closely spaced because their corresponding modes and the cross-correlation terms between them should be included in the mode-superposition analysis. The imperfect correlation between gust excitations can also be dealt with conveniently. A numerical example is given which shows that by using this method the buffeting analysis of complex structures with thousands of degrees of freedom, dozens of imperfectly related excitations and a number of participating modes can be executed quite easily on an ordinary IBM/486 (or 586) personal computer. © 1998 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 519-527 
    ISSN: 1069-8299
    Keywords: shell element ; large strain ; sheet metal stamping ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
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    Notes: The paper presents a general method of large strain determination over the deformed surface of a sheet metal stamping. It is demonstrated that the conventional degenerated shell element with two normal rotation degrees of freedom is not suitable for large deformation, especially when large element rotation is present. This inaccuracy is primarily caused by the fact that the displacement field description used in the degenerated shell element is only a first-order approximation with respect to the two rotation degrees of freedom, and is therefore suitable only for small rotation angles. The new method presented in this paper replaces the two rotation DOFs with three new degrees of freedom to describe the rotation of the surface normal so that the element deformation can be accurately described with no limitation on the amount of deformation and rotation involved. The advantages of this new method are: (i) a linear and accurate expression of the displacement field in terms of nodal DOFs is obtained; (ii) the formulation is easily incorporated into any existing degenerated shell elements; (iii) the strain calculation is accurate for any amount of element rigid body rotation; (iv) if the method is used in surface grid analysis, the algorithm will not only provide correct surface strains, but also their variation through the thickness direction, i.e. the bending deformation. © 1998 John Wiley & Sons, Ltd.
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  • 88
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    Communications in Numerical Methods in Engineering 14 (1998), S. 597-608 
    ISSN: 1069-8299
    Keywords: inverse problems ; dual systems ; vibrating rod ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
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    Notes: The discretization of the differential equation governing the axial vibration of a rod with varying cross-section leads to a specially structured matrix pencil. This paper deals with the reconstruction of this pencil from its spectrum. An iterative algorithm for this problem and an analytic characterization of complementary solutions are given. The method is demonstrated on some examples. © 1998 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 621-632 
    ISSN: 1069-8299
    Keywords: segmentation ; finite elements ; adaptive ; image ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: The image segmentation problem in computer vision is considered. Given a two-dimensional domain D and a function defined on it (the original image), the problem is to obtain a ‘cartoon’ associated with this function, namely to find a set of inner boundaries which divide D into subdomains (objects) in an optimal way. The optimality criterion used here is given by the Mumford-Shah (MS) and Blake-Zisserman model, which leads to a strongly non-linear problem. Related problems appear in multiphase continuum mechanics. An iterative procedure based on an h-adaptive finite element method is proposed for the solution of this problem. The mesh adaptivity enables an efficient solution technique, with the use of basic coarse discretization and a few local regions of high resolution where needed. © 1998 John Wiley & Sons, Ltd.
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  • 90
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    Communications in Numerical Methods in Engineering 14 (1998), S. 633-645 
    ISSN: 1069-8299
    Keywords: error estimation ; boundary elements ; adaptive mesh ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A posteriori error estimation for the boundary element method is developed. The nodal error is estimated from the difference of two solutions - one from the original BEM solution, and the other from interpolation of the original solution. Based on nodal errors, a matrix analysis is carried out to calculate the corresponding errors at source points. Two formulae for estimating global percentage errors are proposed in the paper. The first formula uses nodal errors directly to estimate element error, and the second uses an integral form to calculate element error to eliminate extremely high mesh concentration near areas with singular solutions. An h-version adaptive mesh refinement is implemented to study the accuracy of the proposed error estimation. Numerical examples show that the error estimator can correctly guide mesh refinement, and a final mesh can be obtained in a few iterations. © 1998 John Wiley & Sons, Ltd.
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  • 91
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    Communications in Numerical Methods in Engineering 14 (1998), S. 647-655 
    ISSN: 1069-8299
    Keywords: finite difference methods ; stability and convergence of numerical methods ; advection schemes ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: This paper discusses implementation strategies for second-order finite difference discretizations of advection. Purely explicit and implicit methods both have disadvantages, and we consider semi-implicit schemes in which the flux is split into a primary implicit part and a secondary explicit correction. One-dimensional scalar advection is used as a model problem to analyse the leading order error terms and the stability of the schemes. Some of the splittings turn out to be unconditionally stable, but accuracy or monotonicity may deteriorate for large time steps. © 1998 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 697-708 
    ISSN: 1069-8299
    Keywords: incompressible flow ; generalized streamline operator ; upwinding tensor ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: In the present work the backward-facing step problem is analysed in the framework of the finite element method. It is a very well-known benchmark problem for the numerical resolution of the incompressible Navier-Stokes equations. In particular, a generalized streamline operator technique (GSO) is used in the numerical approach to these equations. The results show very good agreement with those reported by other authors using different methodologies. © 1998 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 773-781 
    ISSN: 1069-8299
    Keywords: indirect address lists ; unstructured grids ; shared-memory parallel machines ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A way has been found to form indirect addressing lists in parallel on shared-memory parallel machines. The maximum possible speed-up for typical tetrahedral grids is approximately 1:23. The algorithm requires an additional scratch array to shift from the serial ‘elements surrounding points’ to the parallel ‘elements surrounding processors surrounding points’ paradigm. The algorithm developed is general in nature, i.e. applicable to all indirect addressing lists. All numerical methods requiring the construction of indirect data structures, such as sparse matrix linear algebra procedures, field and particle solvers operating on unstructured grids, and network flow applications should see a benefit from this algorithm when running on shared-memory parallel machines. © 1998 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 783-792 
    ISSN: 1069-8299
    Keywords: substructure ; frontal technique ; heat transfer ; moisture transfer ; displacement ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: This paper presents a substructuring-frontal combined algorithm for the analysis of fully coupled heat, moisture and displacement problems in unsaturated soil. The method adopted for solving the assembled matrix equations has a significant bearing on the computer storage requirement and execution time. Numerical examples are given to validate the proposed model. © 1998 John Wiley & Sons, Ltd.
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  • 95
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    Communications in Numerical Methods in Engineering 14 (1998), S. 809-819 
    ISSN: 1069-8299
    Keywords: finite element analysis ; diffusion problems ; minimum time step size ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: The solution of the equation system of the finite element method for diffusion problems is presented in the format of a sequence. The characteristics of the numerical results can thus be known through an analysis of this ‘theoretical expression’ of the solution. The characteristics of the sequence are analysed to yield expressions for the minimum time step size. © 1998 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 849-861 
    ISSN: 1069-8299
    Keywords: outgoing boundary condition ; Berkhoff ; discrete ; non-local ; surface waves ; scattering ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A discrete non-local (DNL) boundary condition is used to solve the water waves propagation problem over variable depth. This condition is obtained by means of full solution of the discrete Helmholtz operator in a structured network. We consider a simulation of wave propagation around a circular island located on either a paraboloidal shoal or constant depth bathymetry. Such examples confirm the important improvement in accuracy for the DNL method over standard conditions in the near field. © 1998 John Wiley & Sons, Ltd.
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  • 97
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    Communications in Numerical Methods in Engineering 13 (1997), S. 453-465 
    ISSN: 1069-8299
    Keywords: cubature ; Poisson equation ; pool boiling ; numerical method ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: The solutions of the Poisson equation in regular and irregular shaped physical domains are obtained by the cubature method. The solutions of the three test problems involving regular shaped domains are compared with the analytical solutions and the control-volume, five-point finite difference, Galerkin finite element and quadrature numerical solutions. The application of the cubature method for an irregular shaped domain is illustrated by solving the pool boiling in a cylindrical cavity, and the solutions are compared by the quadrature solution. It is shown in all cases that the cubature method can generate significantly more accurate results in a convenient manner with much less computational effort. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 467-473 
    ISSN: 1069-8299
    Keywords: analytical stiffness matrix ; prismatic element ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: Numerical integration is widely used for the computation of stiffness matrices in the finite element method (FEM). However, for simple cases such as the upright prismatic element such procedures are obviated by using an analytical method, thus reducing the computation burden. In this paper, the analytical stiffness matrices for both the first- and second-order upright triangular prismatic elements are derived. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 13 (1997), S. 475-485 
    ISSN: 1069-8299
    Keywords: algebraic grid ; alluvial rivers ; boundary-fitted grid ; non-orthogonal grid ; stretching functions ; hyperbolic tangent ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: An algebraic grid generation scheme is presented to generate a three-dimensional non-orthogonal boundary-fitted grid for natural river reaches. The smooth distribution of the grid points along any co-ordinate direction, is performed using arc length as the controlling parameter along a cubic spline. The grid concentration in areas of large gradients is done using a simple segmentation process. If required, boundary orthogonality may be achieved through a projection from the boundary to the interior of the physical domain. The final grid is obtained using an iterative procedure in each of the co-ordinate directions. The method is computationally efficient and has been kept very simple. Application of the method is demonstrated by generating a non-orthogonal three-dimensional grid for a 3 mile reach of the Columbia River, downstream of Wanapum Dam. The reach contains a variety of complex topographic features (including two islands) and provides an excellent test case. © 1997 John Wiley & Sons, Ltd.
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    Communications in Numerical Methods in Engineering 14 (1998), S. 59-63 
    ISSN: 1069-8299
    Keywords: Delaunay triangulation ; mesh colouring ; mesh coarsening ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A new algorithm is described for automatic coarsening of Delaunay triangulations. The method automatically identifies the nodes of the mesh which are candidates for deletion in each region to be coarsened. The mesh coarsening procedure is to regenerate a Delaunay triangulation for all the remaining nodes in the solution domain. The adapted mesh retains a high quality for two reasons: (i) because a set of nodes have been used to obtain the coarse mesh, which are equidistant apart in some sense defined by the original mesh; (ii) because the triangulation is Delaunay. A two-dimensional example demonstrates the quality of the mesh after coarsening. © 1998 John Wiley & Sons, Ltd.
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