An extended BEM formulation for plates reinforced by rectangular beams

DOI10.1016/J.ENGANABOUND.2008.12.006zbMath1244.74196OpenAlexW2051821354MaRDI QIDQ443560

Wilson Sergio Venturini, Leandro Waidemam

Publication date: 7 August 2012

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

Full work available at URL: https://doi.org/10.1016/j.enganabound.2008.12.006

zbMATH Keywords

plate bendingboundary elementsreinforcements

Mathematics Subject Classification ID

Plates (74K20) Boundary element methods applied to problems in solid mechanics (74S15)

Related Items (2)

A practical boundary element analysis of slab-beam floor type ⋮ A BEM formulation based on Reissner's hypothesis for analysing the coupled stretching-bending problem of building floor structures

Cites Work

• Unnamed Item
• Unnamed Item
• Stiffened plate bending analysis by the boundary element method
• Some remarks about the formulation of three-dimensional thermoelastoplastic problems by integral equations
• Analysis of plates reinforced with beams.
• Dynamic analysis of elastic plates reinforced with beams of doubly-symmetrical cross section
• Boundary element analysis of shear deformable stiffened plates
• Nonlinear boundary element analysis of floor slabs reinforced with rectangular beams
• Static bending analysis of stiffened plates using the boundary element method
• On the description of localization and failure phenomena by the boundary element method
• Building floor analysis by the boundary element method
• Analysis of plates stiffened by parallel beams
• The direct boundary element method in plate bending
• A boundary integral equation method for plate flexure with conditions inside the domain

This page was built for publication: An extended BEM formulation for plates reinforced by rectangular beams