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A BEM formulation based on Reissner's theory to perform simple bending analysis of plates reinforced by rectangular beams
(Springer, 2008-10-01)
In this work, the plate bending formulation of the boundary element method (BEM), based on the Reissner's hypothesis, is extended to the analysis of plates reinforced by rectangular beams. This composed structure is modelled ...
Analysis of the Coupled Stretching-Bending Problem of Stiffened Plates by a BEM Formulation Based on Reissner's Hypothesis
(World Acad Sci, Eng & Tech-waset, 2007-01-01)
In this work, the plate bending formulation of the boundary element method - BEM, based on the Reissner's hypothesis, is extended to the analysis of plates reinforced by beams taking into account the membrane effects. The ...
An extended BEM formulation for plates reinforced by rectangular beams
(ELSEVIER SCI LTD, 2009)
This article presents a BEM formulation developed particularly for analysis of plates reinforced by rectangular beams. This is an extended version of a Previous paper that only took into account bending effects. The problem ...
A BEM formulation based on Reissner's theory to perform simple bending analysis of plates reinforced by rectangular beams
(Springer, 2008-10-01)
In this work, the plate bending formulation of the boundary element method (BEM), based on the Reissner's hypothesis, is extended to the analysis of plates reinforced by rectangular beams. This composed structure is modelled ...
A BEM formulation for analysing the coupled stretching-bending problem of plates reinforced by rectangular beams with columns defined in the domain
(Springer, 2010-05-01)
In this work, a boundary element formulation to analyse plates reinforced by rectangular beams, with columns defined in the domain is proposed. The model is based on Kirchhoff hypothesis and the beams are not required to ...
A BEM formulation for analysing the coupled stretching-bending problem of plates reinforced by rectangular beams with columns defined in the domain
(Springer, 2010-05-01)
In this work, a boundary element formulation to analyse plates reinforced by rectangular beams, with columns defined in the domain is proposed. The model is based on Kirchhoff hypothesis and the beams are not required to ...
Plate bending analysis using the classical or the Reissner-Mindlin models
(Elsevier Sci LtdOxfordInglaterra, 2003)
A special BEM for elastostatic analysis of building floor slabs on columns
(Elsevier B.V., 2003-03-01)
This work presents a boundary element formulation for the analysis of building floor slabs, without beams, in which columns are coupled with the plate. An alternative formulation of boundary element method is presented, ...
A Discontinuous Petrov–Galerkin Method for Reissner–Mindlin Plates
(2023)
We present a discontinuous Petrov–Galerkin method with optimal test functions for the Reissner–Mindlin plate bending model. Our method is based on a variational formulation that utilizes a Helmholtz decomposition of the ...