Nonlinear boundary element analysis of plates applied to concrete slabs

DOI10.1016/S0955-7997(01)00091-1zbMath1051.74051OpenAlexW2000897974MaRDI QIDQ1604039

Wilson Sergio Venturini, Gabriela Rezende Fernandes

Publication date: 3 July 2002

Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0955-7997(01)00091-1

zbMATH Keywords

bendingelastoplastic criterionKirchhoff's platesMazars' continuum damage model

Mathematics Subject Classification ID

Plates (74K20) Boundary element methods applied to problems in solid mechanics (74S15) Composite and mixture properties (74E30)

Related Items (8)

A new model for the analysis of reinforced concrete members with a coupled HdBNM/FEM ⋮ Multi-scale modelling for bending analysis of heterogeneous plates by coupling BEM and FEM ⋮ The MFS as a basis for the PIM or the HAM -- comparison of numerical methods ⋮ Elastoplastic analysis of Reissner's plates by the boundary element method ⋮ Self-consistent linearization of non-linear BEM formulations with quadratic convergence ⋮ Nonlinear boundary element analysis of floor slabs reinforced with rectangular beams ⋮ Elastic-viscoplastic analysis of plate bending with Reissner's theory by the boundary element method ⋮ FEM/BEM formulation for multi-scale analysis of stretched plates

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• Numerical biharmonic analysis and some applications
• An integral equation formulation of plate bending problems
• The direct boundary element method in plate bending
• Finite elements with boundary interpolation
• A boundary integral method applied to plates of arbitrary plan form

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