| dc.contributor.author |
Briassoulis, D |
en |
| dc.date.accessioned |
2014-06-06T06:42:16Z |
|
| dc.date.available |
2014-06-06T06:42:16Z |
|
| dc.date.issued |
1992 |
en |
| dc.identifier.uri |
http://62.217.125.90/xmlui/handle/123456789/532 |
|
| dc.relation.uri |
http://adsabs.harvard.edu/abs/1992IJNME..35..541B |
en |
| dc.subject |
Finite Element |
en |
| dc.subject |
Finite Element Method |
en |
| dc.subject |
Finite Element Model |
en |
| dc.subject |
Model Analysis |
en |
| dc.subject |
Structure Analysis |
en |
| dc.title |
The C sup 0 structural finite elements reformulated |
en |
| heal.type |
journalArticle |
en |
| heal.publicationDate |
1992 |
en |
| heal.abstract |
A new formulation was recently proposed by the present author aimed at removing the shear and membrane locking mechanisms from the C sup 0 structural elements. The performance achieved was shown to be excellent, completely eliminating all locking problems. In some cases of C sup 0 plate and shell element applications, however, the proposed formulation was shown to yield flexible |
en |
| heal.journalName |
International Journal for Numerical Methods in Engineering |
en |