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  • Other Sources  (64)
  • STRUCTURAL MECHANICS  (64)
  • 1975-1979  (23)
  • 1965-1969  (38)
  • 1960-1964  (3)
  • 1
    Publication Date: 2006-10-26
    Description: Structural dynamics, and results of finite element modelling of thin plates
    Keywords: STRUCTURAL MECHANICS
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  • 2
    Publication Date: 2006-10-26
    Description: Elastic instability of pressurized cylindrical shells under compression or bending
    Keywords: STRUCTURAL MECHANICS
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  • 3
    Publication Date: 2011-08-16
    Description: Truss components are considered, taking into account composite truss structures, truss analysis, column members, and truss joints. Beam components are discussed, giving attention to composite beams, laminated beams, and sandwich beams. Composite frame components and composite membrane components are examined. A description is given of examples of flat membrane components and examples of curved membrane elements. It is pointed out that composite structural design and analysis is a highly interactive, iterative procedure which does not lend itself readily to characterization by design or analysis function only.-
    Keywords: STRUCTURAL MECHANICS
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  • 4
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    Publication Date: 2011-08-11
    Description: Small amplitude vibrations of rectangular panel relative to static buckled configuration
    Keywords: STRUCTURAL MECHANICS
    Type: AMERICAN SOCIETY OF CIVIL ENGINEERS
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  • 5
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    Publication Date: 2011-08-16
    Description: The concept of surface tension and surface energy of solids was used by Griffith to obtain a criterion for the extension of cracks in brittle materials. Griffith, however, neglected the stresses due to the normal traction at the crack implied by the surface tension. A complete solution to the problem of an elliptic hole in an infinite plate with surface tension loading at the hole is given. Complex potentials are given in closed form in terms of elliptic integrals of the first, second, and third kinds. Stress distributions are studied. For a flat crack, the nature of the singularity at the tip is shown to be radically different from that usually encountered in fracture mechanics. The implications of our analysis for theories of fracture in brittle materials are discussed.
    Keywords: STRUCTURAL MECHANICS
    Type: International Journal of Fracture; 11; Feb. 197
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  • 6
    Publication Date: 2011-08-16
    Description: For both the maximum stress criterion and strain-energy-density-factor (S) theory, fracture angle (the initial angle of crack growth) is predicted by using opening and sliding mode stress intensity factors. These theoretical predictions are consistent with experimental fracture angles. For the S theory, the crack spreads in the direction of the negative fracture angle in a plane for which S is a minimum. This quantity was obtained analytically. The experimental data of the critical S on plexiglass fracture specimens remains essentially constant.
    Keywords: STRUCTURAL MECHANICS
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  • 7
    Publication Date: 2011-08-17
    Description: An analytical solution is obtained for the problem of free and forced vibrations of a finite Euler-Bernoulli beam with arbitrary (partially fixed) boundary conditions. The effects of linear viscous damping, Winkler foundation, constant axial tension, a concentrated mass, and an arbitrary forcing function are included in the analysis. No restriction is placed on the values of the parameters involved, and the solution presented here contains all cited previous solutions as special cases.
    Keywords: STRUCTURAL MECHANICS
    Type: Zeitschrift fuer angewandte Mathematik und Physik; 29; July 25
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  • 8
    Publication Date: 2016-06-07
    Description: Finite element shape functions were combined with beam eigenfunctions to formulate three-dimensional finite strips. Because of the orthogonality of the beam functions, three-dimensional problems were reduced to a series of two-dimensional problems, often with stiffness matrices of very narrow bandwidth. Isoparametric and high order finite element shape functions were used in the formulation of the 3-D finite strips. Numerical examples such as the static and free vibration analyses of simply supported thick plates are presented. Results were compared with existing solutions and good agreements were obtained in all cases.
    Keywords: STRUCTURAL MECHANICS
    Type: Res in Computerized Structural Analysis and Syn.,; p 153-164
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  • 9
    Publication Date: 2016-06-07
    Description: Stresses and deformations in thick, short, composite cylinder subjected to axially varying radial pressure are studied. Effect of slippage at the interface is examined. In the NASTRAN finite element model, multipoint constraint feature is utilized. Results are compared with theoretical analysis and SAP-IV computer code. Results from NASTRAN computer code are in good agreement with the analytical solutions. Results suggest a considerable influence of interfacial slippage on the axial bending stresses in the cylinder.
    Keywords: STRUCTURAL MECHANICS
    Type: NASA. Ames Res. Center NASTRAN: User's Experiences; p 161-176
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  • 10
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    Publication Date: 2018-12-01
    Description: Lateral vibrations of rigid rotating shaft in viscous fluid using inner and outer expansions method, considering small amplitude vibration and fast rotation
    Keywords: STRUCTURAL MECHANICS
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