A new boundary element method for bending of plates on elastic foundations

DOI10.1016/0020-7683(88)90057-1zbMath0636.73072OpenAlexW2093254363MaRDI QIDQ1098358

B. George

Publication date: 1988

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7683(88)90057-1

zbMATH Keywords

bendingintegral representationfundamental solutionWinkler foundationboundary integral equation methodKirchhoff's theoryplate flexure problemssecond member

Mathematics Subject Classification ID

Plates (74K20)

Related Items (10)

Analysis of simply supported and clamped Reissner's plates on Pasternak-type foundation by the boundary element method ⋮ A Galerkin symmetric and direct BIE method for Kirchhoff elastic plates: formulation and implementation ⋮ An alternative approach for large deflection analysis of axisymmetric plates on elastic foundation ⋮ A BEM solution for plates on elastic half-space with unilateral contact ⋮ Boundary integral equations for the bending problem of plates on two- parameter foundation ⋮ BEM based on discontinuous solutions in the theory of Kirchhoff plates on an elastic foundation ⋮ A boundary/domain element method for analysis of building raft foundations ⋮ A BEM-based meshless method for plates on biparametric elastic foundation with internal supports ⋮ Derivation and analytical investigation of three direct boundary integral equations for the fundamental biharmonic problem ⋮ An alternative domain/boundary element technique for analyzing plates on two-parameter elastic foundations

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