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Now showing items 1-10 of 24
Discussion: “Initial Post-buckling Behavior of Thick Rings Under Uniform External Hydrostatic Pressure” (Fu, Lei and Waas, A. M., 1995, ASME J. Appl. Mech., 62, pp. 338–345)
Publisher: The American Society of Mechanical Engineers (ASME)
Discussion: “Linear and Nonlinear Analyses of Skewed Plates” (Kennedy, J. B., and Ng, Simon, 1967, ASME J. Appl. Mech., 34, pp. 271–277)
Publisher: The American Society of Mechanical Engineers (ASME)
Discussion: “The Strongest Circular Arch—A Perturbation Solution” (Wu, C.-H., 1968, ASME J. Appl. Mech., 35, pp. 476–480)
Publisher: The American Society of Mechanical Engineers (ASME)
Discussion: “The Annular Membrane Under Axial Load” (Allman, D. J., and Mansfield, E. H., 1981, ASME J. Appl. Mech., 48, pp. 975–976)
Publisher: The American Society of Mechanical Engineers (ASME)
A Way of Accurately Estimating Eigenvalues
Publisher: The American Society of Mechanical Engineers (ASME)
Discussion: “Effect of Accuracy Loss in Classical Shell Theory” (Berdichevsky, V., and Misyura, V., 1992, ASME J. Appl Mech., 59, pp. S217–S223)
Publisher: The American Society of Mechanical Engineers (ASME)
Discussion: “Flexure by a Concentrated Force of the Infinite Plate on a Circular Support” (Dundurs, J., and Lee, Tung-Ming, 1963, ASME J. Appl. Mech., 30, pp. 225–231)
Publisher: The American Society of Mechanical Engineers (ASME)
Sandwich Shells of Arbitrary Shape
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Differential equations are derived for sandwich shells of arbitrary shape. The weak core is assumed to be elastic, orthotropic, and deformable in all directions. The face layers obey the Kirchhoff ...
Discussion: “Stress Analysis of a Helical Coil” (Stein, Irving, 1963, ASME J. Appl. Mech., 30, pp. 122–126)
Publisher: The American Society of Mechanical Engineers (ASME)
Discussion: “Linear Bending Theory of Laminated Cylindrical Shells Under Axisymmetric Load” (Paul, B., 1963, ASME J. Appl. Mech., 30, pp. 98–102)
Publisher: The American Society of Mechanical Engineers (ASME)
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