Bending moments at interfaces of thin zoned plates with discrete thickness by the boundary element method

In a previous paper a formulation for the analysis of Kirchhoff plates with subregions with different thicknesses by the boundary element method with the aim of analysing building floors was presented. In this formulation the floor can be analysed as only one structural element and neither compatibi...

Full description

Saved in:
Bibliographic Details
Published in:Engineering analysis with boundary elements Vol. 28; no. 7; pp. 747 - 751
Main Authors: de Paiva, João Batista, Aliabadi, Mohammad Hossien
Format: Journal Article
Language:English
Published: Oxford Elsevier Ltd 01-07-2004
Elsevier
Subjects:
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:In a previous paper a formulation for the analysis of Kirchhoff plates with subregions with different thicknesses by the boundary element method with the aim of analysing building floors was presented. In this formulation the floor can be analysed as only one structural element and neither compatibility nor equilibrium relationships at the interfaces are required in order to assemble the final system of equations. In this paper the boundary integral equations of curvatures of points located at the zone's interfaces are deduced in a very easy way allowing to get the bending moments at these points easily. The formulation was tested for zoned plates and the results were compared with those obtained with finite element method with refined meshes and the results demonstrate very good agreement.
Bibliography:ObjectType-Article-2
SourceType-Scholarly Journals-1
ObjectType-Feature-1
content type line 23
ISSN:0955-7997
1873-197X
DOI:10.1016/j.enganabound.2004.01.001