Effect of edge shears and diaphragms on buckling of thin laminated medium-length cylindrical shells with low effective shear modulus under external pressure
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Publication:2398658
DOI10.1007/s00707-017-1825-4zbMath1369.74060OpenAlexW2591808224MaRDI QIDQ2398658
Publication date: 18 August 2017
Published in: Acta Mechanica (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00707-017-1825-4
Related Items (5)
Localized buckling of laminated cylindrical shells with low reduced shear modulus under non‐uniform axial compression ⋮ Localized Parametric Vibrations of Laminated Cylindrical Shell Under Non-uniform Axial Load Periodically Varying with Time ⋮ The closed-form solutions for buckling and postbuckling behaviour of anisotropic shear deformable laminated doubly-curved shells by matching method with the boundary layer of shell buckling ⋮ On the nonlinear bending and post-buckling behavior of laminated sandwich cylindrical shells with FG or isogrid lattice cores ⋮ Two-dimensional linear models of multilayered anisotropic plates
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