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  • Articles  (341)
  • Springer  (245)
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  • 2020-2020
  • 1970-1974  (341)
  • 1970  (341)
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  • 2020-2020
  • 1970-1974  (341)
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  • 1
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 2 (1970) 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
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  • 2
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 3-3 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
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  • 3
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 2-2 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
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  • 4
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 5-32 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: The program given here assembles and solves symmetric positive-definite equations as met in finite element applications. The technique is more involved than the standard band-matrix algorithms, but it is more efficient in the important case when two-dimensional or three-dimensional elements have other than corner nodes. Artifices are included to improve efficiency when there are many right hand sides, as in automated design. The organization of the program is described with reference to diagrams, full notation, specimen input data and supplementary comments on the ASA FORTRAN print-out.
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  • 5
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 33-43 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: In the design of a guyed mast the design specification often imposes limits on the allowable deflection of the mast under wind and other lateral loads. While the deflected form of a mast depends on many different design parameters, the guy erection tensions form one of the simplest means of controlling the lateral displacements. The paper describes a procedure for calculating these tensions in the case of a mast required to have a specified set of displacements under a given set of lateral loads. It also discusses the case where specified deflections are not to be exceeded under a number of different loading conditions.
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  • 6
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 45-59 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: This paper is concerned with the development of a computational algorithm for the solution of the uncoupled, quasi-static boundary value problem for a linear viscoelastic solid undergoing thermal and mechanical deformation. The method evolves from a finite element discretization of a stationary value problem, leading to the solution of a system of linear integral equations determining the motion of the solid. An illustrative example is included.
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  • 7
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 61-71 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: The transient field problem of the type encountered in heat conduction problems is formulated in terms of the finite element process using the Galerkin approach. Curved two-dimensional and three-dimensional, isoparametric elements are used in a time-stepping solution and their advantages illustrated by means of several examples.
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  • 8
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: The proposed finite element model is based on separate assumptions of interior and interelement displacements and on the assumed boundary tractions of each individual element. The associated variational functional for this model is presented. This method has the same merits of the assumed stress method (References 3 and 4) in that a compatible displacement function at the interelement boundary can be easily constructed, while it can easily be used for shells with distributed loads.
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  • 9
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 117-131 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A numerical method for the analysis of field problems is described. The algorithm is based upon the generalized Betti-Maxwell theorem. Using a set of known solutions to problems with similar boundary conditions produces a set of ‘integral’ equations for the required solution. Using any convenient numerical integration formula reduces the problem to the solution of a set of simultaneous algebraic equations. The accuracy of the solution depends upon the accuracy of the integration formula as applied to the problem under consideration and is independent of the known auxiliary solutions. The method is described in detail as applied to harmonic problems.
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  • 10
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 85-98 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: Considerable attention has been devoted in the literature on numerical methods towards securing energy convergence of solutions for, say, linearly elastic plate bending problems. Although energy convergence is necessary it by no means follows that the derived bending moments and shearing forces converge uniformly at a given point and it is this kind of feature which the engineer is really seeking.This question is examined in the context of a problem which is of particular interest to the civil engineering field and concerns the bending of a square plate under uniformly distributed load; the plate has simply supported edges and contains a central square hole with free edges. The solution to this multiply connected and mixed boundary value problem is obtained through a recently developed modification to the Rayleigh-Ritz method which has very general application and renders the solution mathematically valid up to the internal corner points where the bending moments are singular. Use is made of triangular equilibrium finite elements in conjunction with continuous eigenfunctions. Although it is already known that the order (i.e. the eigenvalue) of the singularity at the internal corners is available by inspection, it is an interesting feature of the present solution that a good approximation to the amplitude is also obtained by an inspection of the finite element results.
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  • 11
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 99-116 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: The convergence rates of eigenvalue solutions using two finite plate bending elements are studied. The elements considered are the well-known 12 degree of freedom, non-conforming rectangular element and the 16 degree of freedom, conforming rectangular element. Three problems are analysed, a square plate simply supported on two opposite sides with the other two sides clamped, simply supported, or free. Closed form, finite element solutions for these problems are obtained by using shifting E-operators.With few exceptions, eigenvalue solutions found with the non-conforming element converge from below the exact answers at an asymptotic rate of n-2, where n is the number of elements on a side. However, since the array size needed for such convergence is very large, little can be said about the convergence rates for practical arrays. The conforming element solutions converge from above at an asymptotic rate of n-4. A comparison of the errors involved in using these two elements shows that the conforming element is far superior to the non-conforming element.
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  • 12
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 145-146 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
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  • 13
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    International Journal for Numerical Methods in Engineering 2 (1970) 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
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  • 14
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 146-147 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
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  • 15
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 133-144 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: This paper presents a labour-saving method of discretizing irregular and inhomogeneous two-dimensional continua into triangular elements. The method uses a magnetic pen to record node point data and a computer program to generate element data. This technique eliminates the tedium in the manual generation of data and the delay due to mistakes which would otherwise arise frequently for a complex mesh.
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  • 16
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 151-157 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A finite element formulation which includes the piezoelectric or electroelastic effect is given. A strong analogy is exhibited between electric and elastic variables, and a ‘stiffness’ finite element method is deduced. The dynamical matrix equation of electroelasticity is formulated and found to be reducible in form to the well-known equation of structural dynamics, A tetrahedral finite element is presented, implementing the theorem for application to problems of three-dimensional electroelasticity.
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  • 17
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 175-188 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A numerical method is presented for the solution of the radially symmetric heat conduction problem in a melting sphere. The method employs the embedding technique; this permits the solution to be written in the form of an ordinary integro-differential equation which is readily solved numerically by means of a forward integration scheme. The accuracy of the method is briefly discussed and numerical results for both constant and variable heat inputs are presented.
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  • 18
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 159-174 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: This paper is concerned with the development of general discrete models for the analysis of boundary-value problems in the first strain-gradient theory of elasticity. Extensions of the finite element method are constructed for this purpose, and general equations of motion are derived for finite elements of a class of micro-polar materials which are characterized by strain energy functions involving strains and second gradients of strains or displacements. The notion of generalized nodal doublets is introduced. The problem of a composite consisting of a strain-gradient sensitive microlayer embedded between semi-infinite bodies is examined as an example problem. Some of the results are compared with available exact solutions.
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  • 19
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: Methods for the analysis of complex, highly redundant structures subjected to intermittent loads causing biaxial membrane stress and stress reversal into the plastic range are presented. The Bauschinger effect in multi-axial stress is taken into account by the use of Ziegler's modification of Pragers kinematic hardening theory. The implementation of this plasticity theory in the discrete element methods involves the application of the loading in small increments. A linear relationship between increments of plastic strain and of stress, arising out of the theory, is used in conjunction with a linear matrix equation that governs the elastic behaviour of the structure. In the latter equation, plastic strains are interpreted as initial strains. A solution to the linear matrix equation, expressed in terms either of stress or of total strain, may be obtained by utilizing one of two alternative procedures. The methods are capable of treating materials which exhibit elastic-plastic behaviour involving ideal plasticity, linear or non-linear strain hardening, or limited strain hardening. Application is made to several representative structures. Comparison of some of the results with existing test data for both monotonic and reversed loading shows good correlation.
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  • 20
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 221-228 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A general digital computer method based on a Sturm sequence procedure is described for determining the natural frequencies and associated modes of undamped free vibration of frames and other structures whose stiffness and mass matrices are of band form. A program which uses the method for the analysis of plane multi-storey building frames is outlined, and numerical results are presented for a simple test case and for a 19-storey frame.
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  • 21
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 207-219 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A newly developed numerical Laplace transform inversion technique is described. A derivation of the method, termed the ‘multidata method’, is presented along with a description of a similar collocation method. Similarities and differences between the two numerical methods are described and discussed. Results of parameter studies of both methods are presented which demonstrate the sensitivity to error displayed by the collocation method and the magnitude of the improvement in accuracy obtainable with the multidata method as compared with the collocation method, especially when errors exist in the function to be inverted.
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  • 22
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 229-241 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: In this study, finite element solution procedures are developed for an elastica problem of inextensible beams. The element stiffness matrices are obtained by using Galerkin's method. Results of a numerical example compare reasonably well with those obtained by using the elliptical integral.Extensions of this research are currently being made to include membrane effects of beams and to develop plate element stiffness matrices for elastica problems of plate structures.
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  • 23
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 243-252 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: This report summarizes an experimental application of the finite element approach to two-dimensional inviscid fluid flow.The method results in a matrix equation relating the vector of velocities at the nodal points with the vector of singularities. The singularities, which are concentrated at the nodes, consist of a source and a vortex.On solution of this equation (defining the flow in the region), boundary conditions must te stipulated. This usually involves setting the internal singularities to zero and making certain modifications ro those lying on the boundary of the region.Some results of the application to a particular problem are included in the paper.
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 253-257 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: Some typical results of an extensive series of evaluations of parallelogram-shaped plate bending elements with increasing levels of sophistication are presented. It is shown that, contrary to experience in other fields of stress analysis, this sophistication does not lead to striking improvements in accuracy in the solution of simple rectangular and skew plate problems. A computational procedure is described whereby stiffness matrices may be automatically generated from the minimum of input data specifying the displacement modes prescribed for the element.
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  • 25
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 259-264 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A conforming plate bending solution using simple polynomial deflection functions of third-degree inside each triangular element is presented. In order to avoid normal slope discontinuities along the sides of the elements, the plate displacement parameters are subjected to ‘slope continuity conditions’ acting as constraints to the minimum potential energy problem. This is then solved by the classical method of Lagrange introducing multipliers as new auxiliary variables. If a special variational formulation of the problem is used, it can be shown that the Lagrangean multipliers are generalized stress parameters. The suggested solution is therefore basically a ‘mixed’ solution, the unknown variables of the problem being both displacement and stress parameters. Several numerical results are presented.
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 265-275 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: Approximate formulations of non-uniform beam element stiffness matrices for dynamic and elastic instability analysis are derived. Displacement functions for the uniform beam segment are employed in this development. Moment of inertia and area of the element are prescribed by arbitrary powers of the axial co-ordinate. Numerical results are obtained and compared with both analytical solutions and numerical solutions based upon stepped representations using uniform section elements. The significance of the inclusion of taper considerations within individual elements upon solution accuracy and convergence characteristics is also examined. This subject problem and solution approach demonstrates that the upper bound character of minimum energy solutions may be difficult to exploit under practical circumstances.
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  • 27
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 277-282 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: This article describes-a new method, suitable for use on a digital computer, for evaluating the singular double integral of Hayes which determines the transonic wave drag of a slender body. Comparison with known exact results and with an earlier computer program described by Eminton shows the present method to be accurate as well as economic in computer time.
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 283-293 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: The complementary variational principle has been used to derive the differential equations and the associated boundary conditions of the vibrating plate in terms of bending moments. It is shown that in this formulation, the plate possesses an infinite number of zero frequency modes in which the plate remains in a state of constant strain under a set of self-equilibrating bending moments. In applying the Rayleigh Ritz procedure for the non-zero frequency modes of the plate, it is shown that it the assumed functions are orthogonal to only a finite number of zero frequency modes, then one may obtain frequencies which are lower than the true frequencies of the plate. An iliustrative example is given in the paper.
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 299-299 
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 301-303 
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    International Journal for Numerical Methods in Engineering 2 (1970) 
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 307-310 
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    Notes: Convergence of a finite element procedure for the solution of the fourth-order equations is proved. A generalization of this result is mentioned and some remarks concerning the numerical results obtained at the Computing Centre of the Technical University in Brno are given.
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 311-333 
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    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: Digital filters are finding wide applications in signal processing aspects of such fields as engineering, geophysics and biosignal analysis. The design of a digital filter and its realization with near minima computer word length are two problems which can be solved by computer-aided design techniques In this paper, the automated design of the initial filter (recursive type) only is considered. Both of the basic design methods - the direct and indirect approaches - have been analysed, and compute programs have been written to implement the various design techniques. The present program are limited to the design of flat loss type filters specified by their gain rather than their phase character istics. although provision has been made to allow for other types of design in the indirect approach Design examples are given, and the results analysed with a view to the suitability and limitations of the different design techniques.
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 353-361 
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    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: This paper demonstrates the applicability of general non-linear programming methods to the solution of buckling problems. The minimum energy formulation of the buckling condition is shown to yield an unconstrained non-linear programming problem, for which several numerical methods of solution are readily available. Some of these methods are discussed and numerical results are presented for stiffened plates with in-plane as well as lateral loads.
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 335-352 
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    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: Stiffness matrices are formulated for the torsional and lateral stability analysis of structures composed of flexural members by the matrix displacement method. The formulations are based upon approximate displacement fields which represent the action of the element in simple flexure. Example problems, for which exact solutions are known, illustrate the accuracy and convergence characteristics of the derived formulations.
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 363-385 
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    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A solution has been formulated, which allows one to analyse all the major performance characteristics in a chain of impacting elastic ‘rods’. By allowing one end of the elastic chain to impact against a surface which resists penetration according to a specified penetration law it is possible to analyse the impact system of a variety of mechanical devices such as percussive tools and squeeze film dampers. Virtually, unlimited variety in the number and geometry of the impacting rods, and virtually unlimited complexity in the form of the reaction of the terminal face is permitted. A computer program for treating one or two elastic rods has been developed. The program prints out all important stresses as well as the stress history at several selected points. It also prints out the depth of penetration, the energy transferred from rod to rod, the overall energy transfer into the receiver, rebound velocities and times of separation between rods and between rod and 4receiver. Agreement with exact solutions and experiments is demonstrated.
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 387-395 
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    Keywords: Engineering ; Engineering General
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    Notes: A technique of differential displacements is presented whereby problems involving elastic contact are solved by the finite element method. The technique is applied to axisymmetric situations in which statically indeterminate conditions occur and is shown to provide a means for resolving these conditions in terms of contact stresses. Three typical engineering problems are analysed to demonstrate the technique in cases where body forces, thermal gradients and external applied forces are acting.
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 415-418 
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    Keywords: Engineering ; Engineering General
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    Notes: Recent advances in finite element techniques have enabled full three-dimensional stress analyses to be undertaken. Economy and accuracy can only be achieved simultaneously if the characteristics of the element are understood. Preparatory work is described in which suitable pitching and disposition of brick-type elements are established for the analysis of cylinders.The information derived is put to use in the analysis of a cylinder-cylinder intersection. A favourable comparison is made with an independently computed solution.
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 397-414 
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    Keywords: Engineering ; Engineering General
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    Notes: The velocity field of a semi-contained turbulent jet, as constructed by Abramovich, is used to arrive at the temperature distributions in the initial region of a turbulent flow film cooling situation taking into account both the development of the jet boundary layer and the wall boundary layer. After suitable profiles of eddy thermal conductivity are established, a finite difference form of the thermal energy equation is derived, shown to be unconditionally stable, and solved numerically with the aid of an IBM System 360 computer to yield the temperature distributions. Wieghardt's parameter for collapsing the temperature profiles onto a single curve in film cooling situations, when suitably modified, also collapse the analytical results to essentially a single curve even as near as 2·7 slot heights from the injection point, thus verifying the temperature similarity in film cooling which has been experimentally observed even very near the injection point. Results in graphical form are presented which allows one to construct the actual temperature profile for a fairly wide range of the relevant parameters.
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    International Journal for Numerical Methods in Engineering 2 (1970) 
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 453-454 
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    Keywords: Engineering ; Engineering General
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 419-451 
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    Notes: A general formulation for the curved, arbitrary shape of thick shell finite elements is presented in this paper along with a simplified form for axisymmetric situations. A number of examples ranging from thin to thick shell applications are given, which include a cooling tower, water tanks, an idealized arch dam and an actual arch dam with deformable foundation.A new process using curved, thick shell finite elements is developed overcoming the previous approximations to the geometry of the structure and the neglect of shear deformation.A general formulation for a curved, arbitrary shape of shell is developed as well as a simplified form suitable for axisymmetric situations.Several illustrated examples ranging from thin to thick shell applications are given to assess the accuracy of solution attainable. These examples include a cooling tower, tanks, and an idealized dam for which many alternative solutions were used.The usefulness of the development in the context of arch dams, where a ‘thick shell’ situation exists, leads in practice to a fuller discussion of problems of foundation deformation, etc., so that practical application becomes possible and economical.
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 459-476 
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    Notes: The stiffness equation is derived for curved elements of orthotropic axi-symmetric thin shells, and equivalent applied loads are found for shells subjected to initial strains, applied surface loads and body forces. The Lure approximation of thin shells and displacement field approximation by polynomials of arbitrary degree are included in the formulae derived.
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 477-494 
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    Notes: A computational procedure based on gradient iterative techniques is proposed for the solution of large problems to which the finite element method is applicable. In linear problems the procedure can be used either for solving the set of algebraic equations or for the complete inversion of the matrix of coefficients. Special attention is focused on the practical aspects of the procedure concerning its realization on the digital computer.
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 495-507 
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    Notes: A finite element method to determine unsteady aerodynamic influence coefficients, consistent with the stiffness and inertia properties of a lifting surface in supersonic flow, is described. This is basically a kinematic method, which reduces the dynamical equations of a non-conservative system to a simple and elegant form. It is illustrated by application to a delta wing using triangular elements to calculate steady and unsteady lift and moment coefficients. Throughout the calculations only a coarse grid system has been employed and the answers have been compared with available results.
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 509-522 
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    Notes: A simple program carrying out various vector operations in two- or three-dimensional spaces is presented. The listings are given in A.S.A. FORTRAN IV. The program is of particular application in various forms of three-dimensional and shell analysis as it can create and transform locally orthogonal co-ordinates, etc. While these applications motivated its design, it is of very general use one such application is illustrated by applying the program to general perspective projection.
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 523-533 
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    Notes: A procedure is presented for the automatic renumbering of network type equations prior to solution by sparse matrix techniques. The method takes an arbitrary input sequence and creates an order which makes possible solution of complex network systems by reducing demand for computer storage and time.Examples are presented to demonstrate the procedure in action and show that, even in cases where the system has been carefully numbered, considerable improvement can be achieved. The procedure is also applicable to band matrix solution techniques.
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 579-595 
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    Notes: The feasibility of achieving a preassigned stress state by changing the stiffness of determinate and indeterminate pin connected structures is presented. A new force method with all element forces (or stresses or areas) as independent variables is developed. The possibility but futility of getting the element areas by inverting and pre-multiplying the coefficient matrix with the external load vector when areas are chosen as variables is shown. The relationship existing between the compatibility equations and the plastic strength of pin connected structures is illustrated. Possible design methods for trusses under single or multiplicity of load conditions, the design of truss geometry and the relations between fully stressed and minimum weight structures are examined and illustrated through several examples.
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 563-577 
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    Notes: This paper deals with solving two-dimensional variational problems of second- and third-order by the finite element method. To each meshpoint are associated three or six basic functions of class C1 or C2. The expression of the admissible functions on a triangular and rectangular element are given here in a general form which is specially suitable for computation.
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 535-549 
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    Notes: The eigenvalue method is well-known as an aid to the solution of a wide range of engineering problems. In power system analysis it has relevance to travelling wave phenomena,1 sensitivity and dynamic stability in synchronous multimachine2 systems, critical speed calculation, vibration of structures and other related topics. The method of numerical solution of eigenvalues depends on the size and nature of the problem and often where large matrices are involved presents great difficulties.This paper describes in detail the application of the escalator method and diakoptics to large eigenvalue problems. The escalator method is a well-established one which consists of a systematic way of escalating from a 2 × 2 matrix up to any desired order in steps of one row and column at a time. The diakoptical method reduces computer storage, calculation time and improves accuracy. This results in the more economical solution of large and complicated problems which cannot be conveniently solved by any orthodox method. The paper deals with problems of degeneracy and means of overcoming these by simple routine processes. It concludes by indicating the particular advantages of the method and its usefulness for a wide variety of general engineering problems.
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 551-561 
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    Notes: A novel integral equation technique is employed for the analysis of dynamic stability problems. The governing equation of the linearized parametric resonance problem is transformed into an integral equation. The kernel of the integral equation is computed as the influence function for the deflection and/or bending moment of a corresponding beam.The highest derivative of the governing function (in our case fourth derivative of the displacement function) is chosen as the basic unknown. Using the formal analogy with the differential equation of the beam flexure this highest derivative is comprehended as some unknown transverse ‘load’. The distribution of this ‘load’ is a priori assumed to be polygonal. Using elementary methods of structural analysis, the displacements due to the assumed ‘load’ are determined. These displacements, arrayed into a square matrix, approximate the kernel of the governing integral equation.The subsequent procedure via Hill's determinant is a conventional one. The results prove to be accurate enough even for a very modest number of points of integration. This reflects the fact that the method is based on numerical integration rather than on numerical differentiation.
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    International Journal for Numerical Methods in Engineering 2 (1970), S. 597-600 
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    Notes: In any mesh, rules exist that interrelate the number of internal and external sides, vertices, etc. and the total number of elements. These are given explicitly for plane meshes of triangles and quadrilaterals, and for solid meshes of tetrahedra and cuboidal elements. The method is quite general and discovers all such independent rules that exist. Thus, for a plane mesh of T elements having Vi internal and Vb boundary vertices and Si internal and Sb boundary sides, then \documentclass{article}\pagestyle{empty}\begin{document}$$\begin{array}{l} T = \frac{1}{3}\left({S_b + 2S_i} \right) = V_b + 2V_i + 2H - 2\quad{\rm (for\,triangular\,elements)}\\ T = \frac{1}{4}\left({S_b + 2S_i} \right) = \frac{1}{2}\left({V_b + 2V_i} \right) + H - 1\quad{\rm (for\,quadrilateral\,elements)} \\ \end{array} $$\end{document} where H is the number of internal boundaries (holes) there might be. For solid meshes, these two-dimensional equations relating elements to sides generalize to \documentclass{article}\pagestyle{empty}\begin{document}$$ \begin{array}{l} T = \frac{1}{6}\left({F_b + 2Fi} \right){\rm\quad (for\,cuboid\,elements)} \\ T = \frac{1}{4}\left({F_b + 2Fi} \right){\rm\quad (for\,tetrahedral\,elements)} \\ \end{array} $$\end{document} where there are Fb boundary and Fi internal faces. Unfortunately, there is no direct generalization of the two-dimensional equations relating vertices and elements: it is only possible to do this by including the Ei internal and Eb boundary edges: \documentclass{article}\pagestyle{empty}\begin{document}$$ \begin{array}{l} T = \frac{1}{8}E_b + \frac{1}{2}\left({E_i - V_i + H - h - 1} \right){\rm\quad (for\,cuboid\,elements)} \\ T = \frac{1}{3}E_b + E_i - V_i + H - H - 1{\rm\quad (for\,tetrahedral\,elements)} \\ \end{array} $$\end{document} where there are H through holes and h cavities.
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    Journal of engineering mathematics 4 (1970), S. 1-7 
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    Notes: Summary The exact equations of motion of an elastic bar are discussed, both in material and local coordinates. It is shown that for an ideal elastic material the former, but not the latter, are linear. An infinite number of conservation laws is shown to exist.
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    Journal of engineering mathematics 4 (1970), S. 39-49 
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    Notes: Summary Large amplitude free vibrations of rectangular plates with different boundaries and temperature distributions are analyzed in the light of Berger's analysis. A successive approximate method of Poincaré [10, 1] or a modified Galerkin technique is used to derive a Duffing type non-linear differential equation of which the solution is obtained by use of elliptic functions or by the use of method of successive approximation [7, 1]. The subject is treated in a simple and unified manner. Numerical results are obtained for different boundary conditions and are shown in graphical form.
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    Journal of engineering mathematics 4 (1970), S. 51-63 
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    Notes: Summary A simple new series, using an expansion of the velocity profile in parabolic cylinder functions, has been developed to describe the nonlinear evolution of a steady, laminar, incompressible wake from a given arbitrary initial profile. The first term in this series is itself found to provide a very satisfactory prediction of the decay of the maximum velocity defect in the wake behind a flat plate or aft of the recirculation zone behind a symmetric blunt body. A detailed analysis, including higher order terms, has been made of the flat plate wake with a Blasius profile at the trailing edge. The same method yields, as a special case, complete results for the development of linearized wakes with arbitrary initial profile under the influence of arbitrary pressure gradients. Finally, for purposes of comparison, a simple approximate solution is obtained using momentum integral methods, and found to predict satisfactorily the decay of the maximum velocity defect.
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    Journal of engineering mathematics 4 (1970), S. 87-94 
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    Notes: Summary Quasilinearization is extended to the numerical solution of multi-point boundary-value problems for ordinary differential equations. It is described how such problems arise from state-constrained optimal control problems. A simple numerical example is given to illustrate the method.
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    Journal of engineering mathematics 4 (1970), S. 77-86 
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    Notes: Summary Higher order approximations to the laminar boundary-layer flow of an incompressible fluid in the wake of a symmetrical disturbance are given in the present paper. The two-dimensional case, documented elsewhere in great detail, [1], [2], [3] and [4] is reconsidered. The Euler transformation is introduced and higher-order expansion terms are derived. The asymptotic expansions given in the paper are, of course, valid only to the extent that the boundary layer approximations apply, i.e. (for the rotationally symmetrical case) within a space of revolution with the centre of the wake as axis of symmetry. The terms neglected in the complete equations of motion become of order unity for very smallx, where the expansion is not applicable in any case (asɛ becomes large), and at very largeζ (respectivelyη),x being given. The axisymmetrical case is expanded in a like manner, but in both cases the inner and outer coördinate expansion problem of matching with the near wake, considered by Meksyn [16] and Berger [11] is not treated: this, mainly, because its detailed form would depend on the particular upstream conditions obtaining, a subject which is outside the scope of the present work.
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    Journal of engineering mathematics 4 (1970), S. 113-117 
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    Notes: Summary The behaviour of discrete mechanical or electrical systems under the action of disturbances shall be weighted. In a space which contains the solutions of the corresponding differential equations appropriate norms are introduced. The optimal design problem can then be interpreted as an approximation problem for the zero solution. A method for the delivering from the initial conditions is proposed.
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    Journal of engineering mathematics 4 (1970), S. 119-128 
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    Notes: Summary A method is presented for computing the scattering from any size of totally reflecting body by the inversion of one finite matrix, provided that the shape of the body can be derived by inwardly deforming a finite part of a body from which the scattering is known explicitly. Only the size of the deformed surface is limited by available computational facilities. The method, which is applicable to acoustic and electromagnetic scattering problems, is illustrated by applying it to a deformed infinite wedge for both electric polarization (Dirichlet problem: sound-soft boundary in acoustics), and magnetic polarization (Neumann problem: sound-hard boundary in acoustics). Numerical results are presented to demonstrate the convergence of the computations.
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    Journal of engineering mathematics 4 (1970), S. 155-167 
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    Notes: Summary It is shown that for a certain class of wings with subsonic, curved leading edges, in linearized supersonic flow, the perturbation potential can be expanded in terms of functions which are solutions of homogeneous flow problems. If the boundary conditions on the wing are of polynomial form, the homogeneous flow problems are elementary. Some calculations are carried out for flat wings with gothic and ogee planforms under incidence.
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    Journal of engineering mathematics 4 (1970), S. 184-184 
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    Journal of engineering mathematics 4 (1970), S. 186-186 
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    Journal of engineering mathematics 4 (1970), S. 219-228 
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    Notes: Summary The subject of this paper is the problem of acoustic diffraction by a perfectly rigid annular disk. The method of solution rests on formulating the problem in terms of an integral equation which embodies the steady state wave equation as well as the boundary conditions. This Fredholm integral equation of the first kind is converted into four simultaneous integral equations of the second kind by using Williams' integral equation technique. These four integral equations are subsequently solved by the standard iterative procedure when the frequency of the incident wave is low and the inner radius of the annulus is small.
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    Journal of engineering mathematics 4 (1970), S. 243-259 
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    Notes: Summary Instability theorems are derived for a class of feedback systems, having a time varying or nonlinear feedback gain, in an otherwise linear system. The obtained criteria are related to well known stability counterparts, and a geometrical interpretation of the results is found in the complex plane.
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    Journal of engineering mathematics 4 (1970), S. 283-290 
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    Notes: Summary We consider the motion of an inviscid, incompressible fluid with surface tensionT, in an infinite channel of finite depth, when a pressure disturbance is imposed on the uniform stream. The explicit solution of the resulting initial value problem is presented. Also, possible steady state flows are discussed. In the cases when they exist, corresponding radiation conditions are found.
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    Journal of engineering mathematics 4 (1970), S. 273-281 
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    Notes: Summary A common problem is that of identifying system parameters from short-term signal observations. If the signals have random components, and the parameters of interest are treated as random variables, then a Bayesian point of view provides at least one general approach to the problem. Although not too practical from a computational standpoint, this approach can give valuable insight into the fundamental limitations on how rapidly and accurately system parameters can be estimated, in situations where speed and accuracy may be critically important, and the number of unknown parameters is not too large. Two situations are discussed in this paper-that in which the input (driving) signals of the system are observable, and that in which they are not observable, but have known statistics. An example, involving the estimation of the natural frequency of a lightly damped second-order system in each of these situations is presented, in which the “threshold effect” in accuracy versus observation time is clearly illustrated.
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    Journal of engineering mathematics 4 (1970), S. 9-27 
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    Notes: Summary A numerical solution joining Carrier and Lin's solution near the leading edge to the boundary layer solution at large distance of the leading edge is presented. The solution is valid for any Reynolds number. Results are given for the skin friction, the integrated skin friction, the displacement thickness, the pressure along the plate and the velocity ahead of the plate. The asymptotic value of the integrated skin friction agrees very well with the exact value. The displacement thickness is already different from zero for small distances ahead of the plate.
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    Journal of engineering mathematics 4 (1970), S. 29-37 
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    Notes: Summary Electrochemical machining is the name given to the process of eroding metal by electrolysis. The anode in this process is a workpiece from which metal is eroded and the cathode is a shaped machine tool which is fed towards the work-piece (see Fig. 1). Erosion takes place when an electric potential is applied across the electrolyte filled gap between the tool and the workpiece. The electrolyte is pumped through the gap in order to remove the products of erosion. In this paper an attempt is made, under certain simplifying assumptions, to determine the resulting shape of the workpiece and the gap-sizes between the tool and workpiece. Basically two problems are treated in this paper; one for a plane-faced tool with complete insulation on the tool sides (see Fig. 2) and the other for an uninsulated straight sided tool (see Fig. 5). An exact complex variable technique is used and only minimal computer usage is required for final evaluations from derived analytic formulae.
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    Journal of engineering mathematics 4 (1970), S. 65-76 
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    Notes: Summary An efficient numerical method, used previously for linear differential equations [1], is here extended to systems of nonlinear ordinary differential equations. Spline functions are used as the basic approximations. Residuals are liquidated by setting their integrals equal to zero over specified subintervals of the intervals of analyticity. Several diverse examples are given.
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    Journal of engineering mathematics 4 (1970), S. 95-96 
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    Journal of engineering mathematics 4 (1970), S. 97-111 
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    Notes: Summary The solution of the plane-strain problem of a circular cylindrical hole in a field of uniaxial tension is obtained in the linear theory of elasticity in which the potential energy function depends on both the strain and the gradient of the strain. The stress-concentration factor at the surface of the cylindrical hole and the stress-concentration away from the hole are found and they are compared with the analogous results obtained in couple-stress theory and in classical elasticity.
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    Journal of engineering mathematics 4 (1970), S. 129-139 
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    Notes: Summary A computing method is discussed for the problem of bending and buckling of nonlinear elastic bars. Arbitrary stressstrain relations are allowed. Analogue simulation proved to be adequate. Combining of the computing circuits for the basic parts of the computation is realized by nesting in different time-scales.
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    Journal of engineering mathematics 4 (1970), S. 141-154 
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    Notes: Summary A wave mechanical description of the electron beam in a mirror electron microscope is given. First the Schrödinger equation of the electron beam is set up, from which the wave function is obtained. Then the probability current density is derived, which turns out to be a useful expression to clarify the formation of the image on the screen.
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    Journal of engineering mathematics 4 (1970), S. 183-183 
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    Journal of engineering mathematics 4 (1970), S. 229-241 
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    Notes: Summary The collapse shape and internal velocity field of an initially circular homogeneous fluid mass surrounded by a linearly stratified fluid are computed. During the initial stage of collapse, the fluid is assumed to be irrotational and inviscid while in later stages the Navier-Stokes equations are solved numerically by a modification of Chorin's primitive variable decomposition method. The final stage is analyzed by means of an asymptotic viscous long-wave theory.
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    Journal of engineering mathematics 4 (1970), S. 291-291 
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    Journal of engineering mathematics 4 (1970), S. 261-271 
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    Notes: Summary A procedure is developed for finding asymptotic expansions at high frequencies of the solutions of Helmholtz's equation subject to boundary conditions on certain guiding surfaces. This includes surface waves along surfaces of rather general shapes, and wave-guide modes in a class of non-uniform waveguides. Guided waves have some features of both eigenvalue (mode) and radiation problems. The method of this paper combines the two techniques, finding “modes” that propagate along rays in the general waveguide region and whose amplitudes vary along the paths of propagation. The phases of these modes are found from two coupled equations, one analogous to the eiconal equation of geometrical optics, and the other analogous to the eigenvalue or “transverse resonance” equation of waveguides. The amplitudes are asymptotic series in inverse powers of the wavenumber, and the coefficients satisfy a set of ordinary differential equations that can be solved recursively. It is found that the ray paths are not only functions of the refractive index (as in “pure” radiation problems), but depend also on the local geometrical properties of the guiding surface.
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    Journal of engineering mathematics 4 (1970), S. 293-304 
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    Notes: Summary In this paper a set of exact nonlinear equations is derived for gravity flows. By assuming the flow to be shallow and assuming the vertical acceleration to be small these equations reduce to the classical equations for long waves in shallow water. If only shallowness is assumed a set of equations results, which admits in the steady case periodic solutions for Froude numbers smaller than 1 and laminar jumps for Froude numbers larger than 1. In the last section potential flows are discussed.
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    Journal of engineering mathematics 4 (1970), S. 319-329 
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    Notes: Summary The integral of the form $$\int_0^\infty {\exp \left[ { - Pr\int_0^\eta {f(\zeta )d\zeta } } \right]d\eta } $$ , which arises in the convective heat transfer with constant wall temperature, is integrated by using Gauss-Laguerre and Gauss-Legendre Quadrature formulae. It is shown that the Nusselt number can be expressed explicitly in terms of the Prandtl number and the method proposed in this paper is valid for wide range of Prandtl numbers. Examples are given for the cases of flow over a semi-infinite plate and two-dimensional and axisymmetrical stagnations. The results are compared with the exact solutions for Prandtl numbers ranging from 0.006 to 100 (flat plate) and 0.01 to 50 (two-dimensional and axisymmetrical stagnation flows).
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    Journal of engineering mathematics 4 (1970), S. 349-360 
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    Notes: Summary A geometric programming method, recently developed for the constrained maximization of posynomials, is presented and illustrated by an application to the optimal design of a torsion bar spring.
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    Journal of engineering mathematics 4 (1970), S. 369-369 
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    Journal of engineering mathematics 4 (1970), S. 361-367 
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    Notes: Summary Constructing a bi-orthogonality relation it is indicated how the solutions for the bending of a sector plate clamped along the radial edges and with physically meaningful boundary functions prescribed on the curved edge can be directly reduced to an infinite system of linear algebraic equations. Some numerical results are presented for the bending of a uniformly loaded clamped sector plate.
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    Journal of engineering mathematics 4 (1970), S. 169-182 
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    Notes: Summary The application of the multimoment integral method to the study of the base pressure behind a supersonic vehicle is examined. The primary purpose is to understand the exact nature of the Crocco-Lees critical point, which provides a uniqueness condition in the problem. The analysis is carried out mainly in Poincaré phase space, where the singularities of the differential equations are investigated. Two singular curves are found. The one which is physically meaningful for the near wake flow is located downstream of the rear stagnation point. This singular curve consists of saddle points which yield “wake” solutions, and focal points or saddle-foci. Only those saddle points which yield “wake” solutions correspond to Crocco-Lees critical points. Thus, the integration of the differential equations should be started from a saddle point both for the upstream and the downstream solutions. The current analysis then requires that one deal with only a one-parameter (freestream Mach number) family of solutions, rather than the two-parameter (freestream Mach number and Reynolds number based on thickness of the viscous shear layer at the rear stagnation point) family of solutions obtained in previous works. Finally, this paper clarifies anomalous details of previous numerical investigations carried out for the near wake by Webb, Golik, Vogenitz, and Lees.
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    Journal of engineering mathematics 4 (1970), S. 195-202 
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    Notes: Summary In order to elucidate some points in the linearised theory of waves on a string the exact equations for flexible strings have been investigated, both for inextensible and elastic strings. In the latter case the equations turn out to be hyperbolic and quasi-linear. It is shown that the characteristics connected with transverse waves are exceptional.
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    Journal of engineering mathematics 4 (1970), S. 209-217 
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    Notes: Summary The paper is concerned with the slow stationary flow of a micropolar incompressible fluid past a sphere. Adopting the Stokesian approach of neglecting the inertial terms in the momentum equation and the bilinear terms in the balance of first stress moments, the equations are integrated and the flow parameters determined. The drag on the sphere is seen to be more in the present case than that in the case of non-polar fluids. It is found that in spite of the couple stress in the fluid, there is no resultant action by it on the sphere. Numerical work shows that the streamlines in the polar case have greater deflection towards the sphere than in the non-polar (or classical) case.
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    Journal of engineering mathematics 4 (1970), S. 187-193 
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    Notes: Summary A new derivation of the parametric expansion of the dynamic programming algorithm for optimal feedback-feed-forward controller design is presented. Matrix methods are employed to give clarity to the results first offered by Merriam. The advantages of the optimal design technique for multivariable problems are readily apparent. A unique technique is given for easily solving the design equations for the case of time invariant systems with gaussian load disturbance.
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    Journal of engineering mathematics 4 (1970), S. 203-208 
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    Notes: Summary A new theory for the constitutive equations in Cosserat elasticity is proposed. It is based on the assumption that the rotation vector depending on the displacement vector should be coupled with a rotation vector independent of the displacement vector. This eliminates the indeterminancies in stress and couple-stress encountered earlier.
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    Journal of engineering mathematics 4 (1970), S. 331-340 
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    Notes: Summary In this paper the combinatorial properties of rigid plane skeletal structures are investigated. Those properties are found to be adequately described by a class of graphs.
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    Journal of engineering mathematics 4 (1970), S. 305-318 
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    Notes: Summary An approximation (the linear version of Burgers' equation with appropriate initial data) to a simple wave initial value problem for a set of two linear coupled dissipative partial differential equations is discussed. It has been shown that for the class of square integrable initial functions of which the spectra (Fourier-transforms) have bounded support 2Δ the approximation is valid for some finite interval of time [0, T(Δ)]. For some finite timeT 1 〉 T(Δ) the approximation may fail. However, fort→∞, it is asymptotically valid again. For the class of initial conditions mentioned above expansions in series of the two solutions, which for every finite interval of time [0, τ] are convergent, may be constructed.
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    Journal of engineering mathematics 4 (1970), S. 341-348 
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    Notes: Summary Shuman's method of filtering short-wave components is discussed. In certain cases, this method can be used to prevent nonlinear instabilities in numerical calculations. As illustrative example, the computation of a detached shock in front of a blunt body is considered.
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    Journal of engineering mathematics 4 (1970), S. 185-185 
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    Fibre chemistry 1 (1970), S. 265-268 
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    Notes: Conclusions It is significant that the purification on a single passage of viscose through porous ceramic corresponds to the result of a two-stage filtration of it in industrial filter-presses with standard fillings.
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    Notes: Conclusions It was known previously that salts of the polyanhydrouronic acid obtained from native cellulose are resorbed in the organism during different times. It has been shown that materials based on salts of the polyanhydrouronic acid obtained from viscose silk likewise are not only resorbed but are also completely eliminated from the organism after a definite time.
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    Fibre chemistry 1 (1970), S. 273-275 
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    Notes: Conclusions An examination has been made of the general laws of deformation of artificial fibres in their formation. A dependence is introduced between the reversible and irreversible deformations at various stages of the thread formation with constant stress and also the dependence of the stress on the value of the designated deformation.
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    Notes: Conclusions It has been shown that in the intensification of the ripening process of viscose the optimum temperature curve, which allows viscose to be obtained prior to spinning with certain values of ripeness and rate of its change, there are two periods corresponding to heating and cooling of the viscose. A method has been described for determining the optimum temperature curve with the help of an ACM. We have dealt with a definite production situation for which tables have been calculated and formulae obtained, which for certain initial and final values of the ripeness and temperature of the viscose allow a determination of the optimum temperature—time conditions for the ripening process to be made.
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    Fibre chemistry 1 (1970), S. 276-281 
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    Notes: Conclusions 1. A method has been developed for the calculation of viscose conductors for solution input into spinning machines by the calculation of the travelling and transit flow rates. It has been shown that for calculation of solution flow in a viscose conductor it is necessary to calculate the effective viscosity of the viscose as otherwise a significant variation from the true value is possible. 2. It was shown that for the calculation of the main pipeline and of the viscose conductors in the branch pipes there is a possibility of work irregularity of the monitoring pumps and it also indicated the work of the ”filter-fingers” established in front of the spinneret.
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    Fibre chemistry 1 (1970), S. 282-285 
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    Notes: Conclusions 1. The authors study how thread stress and the degree of shrinkage change with the orientation stretch ratio during forming of viscose fibre. 2. It has been found that at specific stretch ratios the fibre structure undergoes changes which affect its visco-elastic properties. The critical ratios approximately correspond to the orientation stretch ratio of textile viscose fibre. 3. An explanation is given for these effects of oriented break-up of the primary gel structure.
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