A mixture theory based method for three-dimensional modeling of reinforced concrete members with embedded crack finite elements

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MetadadosDescriçãoIdioma
Autor(es): dc.contributorUniversidade Estadual Paulista (UNESP)-
Autor(es): dc.contributorTechnical University of Catalonia (UPC)-
Autor(es): dc.contributorUniversidade Estadual de Maringá (UEM)-
Autor(es): dc.creatorManzoli, O. L.-
Autor(es): dc.creatorOliver, J.-
Autor(es): dc.creatorHuespe, A. E.-
Autor(es): dc.creatorDiaz, G.-
Data de aceite: dc.date.accessioned2025-08-21T20:06:45Z-
Data de disponibilização: dc.date.available2025-08-21T20:06:45Z-
Data de envio: dc.date.issued2022-04-28-
Data de envio: dc.date.issued2022-04-28-
Data de envio: dc.date.issued2008-01-01-
Fonte completa do material: dc.identifierhttp://dx.doi.org/10.12989/cac.2008.5.4.401-
Fonte completa do material: dc.identifierhttp://hdl.handle.net/11449/225268-
Fonte: dc.identifier.urihttp://educapes.capes.gov.br/handle/11449/225268-
Descrição: dc.descriptionThe paper presents a methodology to model three-dimensional reinforced concrete members by means of embedded discontinuity elements based on the Continuum Strong Discontinuous Approach (CSDA). Mixture theory concepts are used to model reinforced concrete as a 3D composite material constituted of concrete with long fibers (rebars) bundles oriented in different directions embedded in it. The effects of the rebars are modeled by phenomenological constitutive models devised to reproduce the axial non-linear behavior, as well as the bond-slip and dowel action. The paper presents the constitutive models assumed for the components and the compatibility conditions chosen to constitute the composite. Numerical analyses of existing experimental reinforced concrete members are presented, illustrating the applicability of the proposed methodology.-
Descrição: dc.descriptionDepartment of Civil Engineering Sao Paulo State University (UNESP), Av. Luiz Edmundo C. Coube, S/N, 17030-360, Bauru, SP-
Descrição: dc.descriptionE.T.S. d'Enginyers de Camins Canals i Ports Technical University of Catalonia (UPC) Campus Nord UPC, Mòdul C-1, c/Jordi Girona 1-3, 08034 Barcelona-
Descrição: dc.descriptionCIMEC/Intec Conicet, Guemes 3450, Santa Fe 3000-
Descrição: dc.descriptionDepartment of Civil Engineering Sao Paulo State University (UNESP), Av. Luiz Edmundo C. Coube, S/N, 17030-360, Bauru, SP-
Formato: dc.format401-416-
Idioma: dc.languageen-
Relação: dc.relationComputers and Concrete-
???dc.source???: dc.sourceScopus-
Palavras-chave: dc.subjectFinite elements-
Palavras-chave: dc.subjectFinite elements with embedded discontinuities-
Palavras-chave: dc.subjectFracture mechanics-
Palavras-chave: dc.subjectMixture theory-
Palavras-chave: dc.subjectStrong discontinuities-
Título: dc.titleA mixture theory based method for three-dimensional modeling of reinforced concrete members with embedded crack finite elements-
Tipo de arquivo: dc.typelivro digital-
Aparece nas coleções:Repositório Institucional - Unesp

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