| dc.creator |
Azevedo Ricardo Lessa |
|
| dc.creator |
Awruch Armando Miguel |
|
| dc.date |
1999 |
|
| dc.date.accessioned |
2013-05-30T11:09:19Z |
|
| dc.date.available |
2013-05-30T11:09:19Z |
|
| dc.date.issued |
2013-05-30 |
|
| dc.identifier |
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S0100-73861999000300007 |
|
| dc.identifier |
http://www.doaj.org/doaj?func=openurl&genre=article&issn=01007386&date=1999&volume=21&issue=3&spage=446 |
|
| dc.identifier.uri |
http://koha.mediu.edu.my:8181/jspui/handle/123456789/4393 |
|
| dc.description |
This 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.publisher |
The Brazilian Society of Mechanical Sciences |
|
| dc.source |
Journal of the Brazilian Society of Mechanical Sciences |
|
| dc.subject |
Plates and Shells |
|
| dc.subject |
Dynamic Analysis |
|
| dc.subject |
Geometric Nonlinearity |
|
| dc.subject |
Finite Elements |
|
| dc.title |
Geometric nonlinear dynamic analysis of plates and shells using eight-node hexahedral finite elements with reduced integration |
|