An objective cracking criterion for the analysis of concrete dams

dc.contributor.author	Araújo, José Milton de
dc.contributor.author	Awruch, Armando Miguel
dc.date.accessioned	2015-07-14T20:23:36Z
dc.date.available	2015-07-14T20:23:36Z
dc.date.issued	1996
dc.identifier.citation	ARAÚJO, José Milton de; AWRUCH, Armando Miguel. An objective cracking criterion for the analysis of concrete dams. Computers & Structures, v. 59, n. 4, p. 751-756, 1996. Disponível em: <http://www.sciencedirect.com/science/article/pii/0045794995002952>. Acesso em: 14 jul. 2015.	pt_BR
dc.identifier.issn	0045-7949
dc.identifier.uri	http://repositorio.furg.br/handle/1/5140
dc.description.abstract	Cracking analysis by the finite element method may be accomplished using a continuum damage theory, but results are strongly affected by the adopted finite element mesh. A reduced tensile strength has been proposed in order to obtain objective results; however this approach may still be dependent on the adopted finite element mesh. An alternative model for concrete cracking, which is independent of the finite element mesh and especially suitable for the analysis of concrete dams, is proposed in this work.	pt_BR
dc.language.iso	eng	pt_BR
dc.rights	restrict access	pt_BR
dc.title	An objective cracking criterion for the analysis of concrete dams	pt_BR
dc.type	article	pt_BR
dc.identifier.doi	10.1016/0045-7949(95)00295-2	pt_BR

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