Please use this identifier to cite or link to this item: http://dspace.mediu.edu.my:8181/xmlui/handle/123456789/4393
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dc.creatorAzevedo Ricardo Lessa-
dc.creatorAwruch Armando Miguel-
dc.date1999-
dc.date.accessioned2013-05-30T11:09:19Z-
dc.date.available2013-05-30T11:09:19Z-
dc.date.issued2013-05-30-
dc.identifierhttp://www.scielo.br/scielo.php?script=sci_arttext&pid=S0100-73861999000300007-
dc.identifierhttp://www.doaj.org/doaj?func=openurl&genre=article&issn=01007386&date=1999&volume=21&issue=3&spage=446-
dc.identifier.urihttp://koha.mediu.edu.my:8181/jspui/handle/123456789/4393-
dc.descriptionThis work presents a geometric nonlinear dynamic analysis of plates and shells using eight-node hexahedral isoparametric elements. The main features of the present formulation are: (a) the element matrices are obtained using reduced integrations with hourglass control; (b) an explicit Taylor-Galerkin scheme is used to carry out the dynamic analysis, solving the corresponding equations of motion in terms of velocity components; (c) the Truesdell stress rate tensor is used; (d) the vector processor facilities existing in modern supercomputers were used. The results obtained are comparable with previous solutions in terms of accuracy and computational performance.-
dc.publisherThe Brazilian Society of Mechanical Sciences-
dc.sourceJournal of the Brazilian Society of Mechanical Sciences-
dc.subjectPlates and Shells-
dc.subjectDynamic Analysis-
dc.subjectGeometric Nonlinearity-
dc.subjectFinite Elements-
dc.titleGeometric nonlinear dynamic analysis of plates and shells using eight-node hexahedral finite elements with reduced integration-
Appears in Collections:Technology and Engineering

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