BEM/FEM non-linear model applied to transient analysis with viscous damping

Please use this identifier to cite or link to this item: http://dspace.mediu.edu.my:8181/xmlui/handle/123456789/4429

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DC Field	Value	Language
dc.creator	Coda Humberto Breves	-
dc.creator	Venturini Wilson Sérgio	-
dc.date	1999	-
dc.date.accessioned	2013-05-30T11:12:20Z	-
dc.date.available	2013-05-30T11:12:20Z	-
dc.date.issued	2013-05-30	-
dc.identifier	http://www.scielo.br/scielo.php?script=sci_arttext&pid=S0100-73861999000300013	-
dc.identifier	http://www.doaj.org/doaj?func=openurl&genre=article&issn=01007386&date=1999&volume=21&issue=3&spage=519	-
dc.identifier.uri	http://koha.mediu.edu.my:8181/jspui/handle/123456789/4429	-
dc.description	In this article a two-dimensional transient boundary element formulation based on the mass matrix approach is discussed. The implicit formulation of the method to deal with elastoplastic analysis is considered, as well as the way to deal with viscous damping effects. The time integration processes are based on the Newmark rhoand Houbolt methods, while the domain integrals for mass, elastoplastic and damping effects are carried out by the well known cell approximation technique. The boundary element algebraic relations are also coupled with finite element frame relations to solve stiffened domains. Some examples to illustrate the accuracy and efficiency of the proposed formulation are also presented.	-
dc.publisher	The Brazilian Society of Mechanical Sciences	-
dc.source	Journal of the Brazilian Society of Mechanical Sciences	-
dc.title	BEM/FEM non-linear model applied to transient analysis with viscous damping	-
Appears in Collections:	Technology and Engineering

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