Plate bending analysis using the classical or the Reissner–Mindlin models-Reference-Cited by-同舟云学术

Plate bending analysis using the classical or the Reissner–Mindlin models

Published:2003-06 Issue:6 Volume:27 Page:603-609
ISSN:0955-7997
Container-title:Engineering Analysis with Boundary Elements
language:en
Short-container-title:Engineering Analysis with Boundary Elements

Author:

Palermo L.

Publisher

Elsevier BV

Subject

Applied Mathematics,Computational Mathematics,General Engineering,Analysis

Reference19 articles.

1. Palermo Jr, L. A study about fundamental solutions in plates. Brebbia CA, Power H, editors. 22nd Conference on the Boundary Element Method (BEM 22); 2000. p. 373–84.

2. The effect of transverse shear deformation on the bending of elastic plates;Reissner;J Appl Mech,1945

3. Influence of rotatory inertia and shear on flexural motions of isotropic elastic plates;Mindlin;J Appl Mech,1951

4. Development in BEM;Tottenham,1979

5. Danson DJ. Analysis of plate bending problems by direct boundary element method, Southampton, UK, MSc Dissertation, University of Southampton, Southampton, UK; 1979.

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