Analytical buckling solutions for Mindlin plates involving free edges
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Publication:1126274
DOI10.1016/0020-7403(95)00108-5zbMath0865.73020OpenAlexW2010395644MaRDI QIDQ1126274
Y. Xiang, Kim Moew Liew, Sritawat Kitipornchai
Publication date: 14 July 1997
Published in: International Journal of Mechanical Sciences (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/0020-7403(95)00108-5
Related Items (13)
VIBRATION STUDY OF A TWO-SPAN BRIDGE ⋮ Effect of shear deformation on the buckling parameter of perforated and non-perforated plates studied using the boundary element method ⋮ An analytical solution for buckling of moderately thick functionally graded sector and annular sector plates ⋮ A non-classical Mindlin plate finite element based on a modified couple stress theory ⋮ Buckling Analysis of Mindlin Plates Under the Green–Lagrange Strain Hypothesis ⋮ Mesh-free radial basis function method for buckling analysis of non-uniformly loaded arbitrarily shaped shear deformable plates. ⋮ Buckling analysis of anti-symmetric cross-ply laminated composite plates under different boundary conditions ⋮ Analytical solutions of refined plate theory for bending, buckling and vibration analyses of thick plates ⋮ Exact buckling solutions for composite laminates: Proper free edge conditions under in-plane loadings ⋮ 3-d elasticity buckling solution for simply supported thick rectangular plates using displacement potential functions ⋮ BUCKLING AND VIBRATION OF STEPPED, SYMMETRIC CROSS-PLY LAMINATED RECTANGULAR PLATES ⋮ Analytical solution for buckling of Mindlin plates subjected to arbitrary boundary conditions ⋮ Application of the dual reciprocity method for the buckling analysis of plates with shear deformation
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