Plate bending analysis using the classical or the Reissner-Mindlin models.
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Publication:1427083
DOI10.1016/S0955-7997(02)00139-XzbMath1054.74636MaRDI QIDQ1427083
Publication date: 14 March 2004
Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)
Related Items (9)
On the harmonic response of plates with the shear deformation effect using the elastodynamic solution in the boundary element method ⋮ Displacement and stress analysis of thin plate for cement concrete pavement ⋮ The boundary element method applied to orthotropic shear deformable plates ⋮ On the free vibration response of rectangular plates, partially supported on elastic foundation ⋮ Green's function for a pre-stressed thin plate on an elastic foundation under axisymmetric loading ⋮ A BEM formulation based on Reissner's hypothesis for analysing the coupled stretching-bending problem of building floor structures ⋮ The tangential differential operator applied to a stress boundary integral equation for plate bending including the shear deformation effect ⋮ A BEM formulation based on Reissner's theory to perform simple bending analysis of plates reinforced by rectangular beams ⋮ Application of the dual reciprocity method for the buckling analysis of plates with shear deformation
Cites Work
- Boundary integral formulation for plate flexure with arbitrary boundary conditions
- A general boundary integral formulation for the numerical solution of plate bending problems
- Hypersingular boundary element formulation for Reissner plates
- On bending of elastic plates
- Some fundamental solutions for the Kirchhoff, Reissner and Mindlin plates and a unified BEM formulation.
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