A BEM formulation based on Reissner's theory to perform simple bending analysis of plates reinforced by rectangular beams

DOI10.1007/s00466-008-0266-2zbMath1163.74558OpenAlexW2077711588MaRDI QIDQ1026475

Danilo H. Konda, Gabriela Rezende Fernandes

Publication date: 25 June 2009

Published in: Computational Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00466-008-0266-2

zbMATH Keywords

plate bendingboundary elementsstiffened platesbuilding floor structures

Mathematics Subject Classification ID

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

Related Items (5)

A practical boundary element analysis of slab-beam floor type ⋮ Multi-scale modelling for bending analysis of heterogeneous plates by coupling BEM and FEM ⋮ A BEM formulation for analysing the coupled stretching-bending problem of plates reinforced by rectangular beams with columns defined in the domain ⋮ FEM/BEM formulation for multi-scale analysis of stretched plates ⋮ A BEM formulation based on Reissner's hypothesis for analysing the coupled stretching-bending problem of building floor structures

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