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dc.contributor.authorOliver, J.
dc.contributor.authorLinero, D. L.
dc.contributor.authorHuespe, A. E.
dc.contributor.authorManzoli, O. L. [UNESP]
dc.date.accessioned2014-05-20T13:27:07Z
dc.date.available2014-05-20T13:27:07Z
dc.date.issued2008-01-01
dc.identifierhttp://dx.doi.org/10.1016/j.cma.2007.05.017
dc.identifier.citationComputer Methods In Applied Mechanics and Engineering. Lausanne: Elsevier B.V. Sa, v. 197, n. 5, p. 332-348, 2008.
dc.identifier.issn0045-7825
dc.identifier.urihttp://hdl.handle.net/11449/8838
dc.description.abstractThe paper presents a new methodology to model material failure, in two-dimensional reinforced concrete members, using the Continuum Strong Discontinuity Approach (CSDA). The mixture theory is used as the methodological approach to model reinforced concrete as a composite material, constituted by a plain concrete matrix reinforced with two embedded orthogonal long fiber bundles (rebars). Matrix failure is modeled on the basis of a continuum damage model, equipped with strain softening, whereas the rebars effects are modeled by means of phenomenological constitutive models devised to reproduce the axial non-linear behavior, as well as the bondslip and dowel effects. The proposed methodology extends the fundamental ingredients of the standard Strong Discontinuity Approach, and the embedded discontinuity finite element formulations, in homogeneous materials, to matrix/fiber composite materials, as reinforced concrete. The specific aspects of the material failure modeling for those composites are also addressed. A number of available experimental tests are reproduced in order to illustrate the feasibility of the proposed methodology. (c) 2007 Elsevier B.V. All rights reserved.en
dc.format.extent332-348
dc.language.isoeng
dc.publisherElsevier B.V. Sa
dc.relation.ispartofComputer Methods In Applied Mechanics and Engineering
dc.sourceWeb of Science
dc.subjectcomputational material failureen
dc.subjectreinforced concreteen
dc.subjectmixture theoryen
dc.subjectcontinuum strong discontinuity approachen
dc.titleTwo-dimensional modeling of material failure in reinforced concrete by means of a continuum strong discontinuity approachen
dc.typeArtigo
dcterms.licensehttp://www.elsevier.com/about/open-access/open-access-policies/article-posting-policy
dcterms.rightsHolderElsevier B.V. Sa
dc.contributor.institutionTech Univ Catalonia
dc.contributor.institutionNatl Univ Colombia
dc.contributor.institutionCIMEC
dc.contributor.institutionUniversidade Estadual Paulista (Unesp)
dc.description.affiliationTech Univ Catalonia, ETS Enginyers Camins, Canal Ports, Barcelona 08034, Spain
dc.description.affiliationNatl Univ Colombia, Sch Engn, Bogota, Colombia
dc.description.affiliationCIMEC, Intec, Conicet, RA-3000 Santa Fe, Argentina
dc.description.affiliationSão Paulo State Univ, Dept Civil Engn, UNESP, BR-17030 Bauru, SP, Brazil
dc.description.affiliationUnespSão Paulo State Univ, Dept Civil Engn, UNESP, BR-17030 Bauru, SP, Brazil
dc.identifier.doi10.1016/j.cma.2007.05.017
dc.identifier.wosWOS:000251762800003
dc.rights.accessRightsAcesso restrito
unesp.campusUniversidade Estadual Paulista (Unesp), Faculdade de Engenharia, Baurupt
dc.identifier.lattes7901652737291917
unesp.author.lattes7901652737291917
unesp.author.orcid0000-0001-8717-1483[1]
unesp.author.orcid0000-0001-7239-9805[3]
unesp.author.orcid0000-0001-9004-7985[4]
dc.relation.ispartofjcr4.441
dc.relation.ispartofsjr2,883
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