A new strain based brick element for plate bending

This paper presents the development of a new three-dimensional brick finite element by the use of the strain based approach for the linear analysis of plate bending. The developed element has the three essential external degrees of freedom (U, V and W) at each of the eight corner nodes as well as at...

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Main Authors: L. Belounar, K. Guerraiche
Format: Article
Language:English
Published: Elsevier 2014-03-01
Series:Alexandria Engineering Journal
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S1110016813001002
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author L. Belounar
K. Guerraiche
author_facet L. Belounar
K. Guerraiche
author_sort L. Belounar
collection DOAJ
description This paper presents the development of a new three-dimensional brick finite element by the use of the strain based approach for the linear analysis of plate bending. The developed element has the three essential external degrees of freedom (U, V and W) at each of the eight corner nodes as well as at the centroidal node. The displacement field of the developed element is based on assumed functions for the various strains satisfying the compatibility equations and the static condensation technique is used for the internal node. The performance of this element is evaluated on several problems related to thick and thin plate bending in linear analysis. The obtained results show the good performances and accuracy of the present element.
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spelling doaj.art-049906ebf9574797b5eaf4138b6270292022-12-21T22:04:48ZengElsevierAlexandria Engineering Journal1110-01682014-03-015319510510.1016/j.aej.2013.10.004A new strain based brick element for plate bendingL. Belounar0K. Guerraiche1Civil Engineering Department, University of Biskra, BP 145, Biskra 07000, AlgeriaMechanical Engineering Department, University of Biskra, BP 145, Biskra 07000, AlgeriaThis paper presents the development of a new three-dimensional brick finite element by the use of the strain based approach for the linear analysis of plate bending. The developed element has the three essential external degrees of freedom (U, V and W) at each of the eight corner nodes as well as at the centroidal node. The displacement field of the developed element is based on assumed functions for the various strains satisfying the compatibility equations and the static condensation technique is used for the internal node. The performance of this element is evaluated on several problems related to thick and thin plate bending in linear analysis. The obtained results show the good performances and accuracy of the present element.http://www.sciencedirect.com/science/article/pii/S1110016813001002Brick elementStrain approachPlate bendingTransverse shearStatic condensation
spellingShingle L. Belounar
K. Guerraiche
A new strain based brick element for plate bending
Alexandria Engineering Journal
Brick element
Strain approach
Plate bending
Transverse shear
Static condensation
title A new strain based brick element for plate bending
title_full A new strain based brick element for plate bending
title_fullStr A new strain based brick element for plate bending
title_full_unstemmed A new strain based brick element for plate bending
title_short A new strain based brick element for plate bending
title_sort new strain based brick element for plate bending
topic Brick element
Strain approach
Plate bending
Transverse shear
Static condensation
url http://www.sciencedirect.com/science/article/pii/S1110016813001002
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AT kguerraiche anewstrainbasedbrickelementforplatebending
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