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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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