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Localization, Delocalization, and Compression Fracture in Moderately Thick Transversely Isotropic Bilinear Rings Under External Pressure
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: A fully nonlinear finite element analysis for prediction of localization∕delocalization and compression fracture of moderately thick imperfect transversely isotropic rings, under applied hydrostatic ...
Closure to “<i>Boundary Continuous Fourier Solution for Clamped Mindlin Plates</i>” by Humayun R. H. Kabir and Reaz A. Chaudhuri (July, 1992, Vol. 118, No. 7)
Publisher: American Society of Civil Engineers
Localized Buckling of a Bilinear Elastic Ring under External Pressure
Publisher: American Society of Civil Engineers
Abstract: A fully nonlinear finite element analysis for prediction of localization in moderately thick imperfect rings under applied hydrostatic pressure is presented. The present nonlinear finite element solution methodology includes ...
Postbuckling of Moderately Thick Imperfect Rings under External Pressure
Publisher: American Society of Civil Engineers
Abstract: A fully nonlinear finite-element analysis for postbuckling response of a moderately thick imperfect ring under applied hydrostatic pressure is presented. The fully nonlinear theory employed here, in contrast to the von ...
Moderately Thick Angle-Ply Cylindrical Shells Under Internal Pressure
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Heretofore unavailable closed-form solutions are obtained for unbalanced symmetric as well as balanced unsymmetric angle-ply, moderately thick cylindrical shells subjected to axially varying ...
Boundary‐Continuous Fourier Solution for Clamped Mindlin Plates
Publisher: American Society of Civil Engineers
Abstract: A hitherto unavailable analytical or strong (differential) form of solution to the boundary‐value problem of a shear‐flexible (moderately thick) rigidly clamped isotropic homogeneous rectangular plate, subjected to transverse ...
Flattening Effect of Negative Gaussian Curvature on Simply Supported Thick Asymmetric Cross-Ply Panels in the Absence of Surface-Parallel Edge Restraints
Publisher: ASCE
Abstract: This paper investigated the flattening effect of negative Gaussian curvature on simply supported (SS) thick asymmetrically laminated cross-ply panels in the absence of surface-parallel edge restraints. A higher-order shear ...
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