Logotipo do repositório
 

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

Página do item simplificado
dc.contributor.authorManzoli, O. L. [UNESP]
dc.contributor.authorOliver, J.
dc.contributor.authorHuespe, A. E.
dc.contributor.authorDiaz, G.
dc.contributor.institutionUniversidade Estadual Paulista (Unesp)
dc.contributor.institutionTech Univ Catalonia UPC
dc.contributor.institutionConsejo Nacl Invest Cient & Tecn
dc.date.accessioned2014-05-20T13:27:07Z
dc.date.available2014-05-20T13:27:07Z
dc.date.issued2008-08-01
dc.description.abstractThe 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 31) 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.en
dc.description.affiliationSão Paulo State Univ UNESP, Dept Civil Engn, BR-17030360 Bauru, SP, Brazil
dc.description.affiliationTech Univ Catalonia UPC, ETS Enginyers Camins Canals & Ports, Barcelona 08034, Spain
dc.description.affiliationConsejo Nacl Invest Cient & Tecn, CIMEC Intec, RA-3000 Santa Fe, Argentina
dc.description.affiliationUnespSão Paulo State Univ UNESP, Dept Civil Engn, BR-17030360 Bauru, SP, Brazil
dc.format.extent401-416
dc.identifier.citationComputers and Concrete. Daejeon: Techno-press, v. 5, n. 4, p. 401-416, 2008.
dc.identifier.issn1598-8198
dc.identifier.lattes7901652737291917
dc.identifier.urihttp://hdl.handle.net/11449/8842
dc.identifier.wosWOS:000259269000009
dc.language.isoeng
dc.publisherTechno-press
dc.relation.ispartofComputers and Concrete
dc.relation.ispartofjcr1.637
dc.relation.ispartofsjr0,492
dc.rights.accessRightsAcesso restrito
dc.sourceWeb of Science
dc.subjectfinite elementsen
dc.subjectfracture mechanicsen
dc.subjectstrong discontinuitiesen
dc.subjectmixture theoryen
dc.subjectfinite elements with embedded discontinuitiesen
dc.titleA mixture theory based method for three-dimensional modeling of reinforce concrete members with embedded crack finite elementsen
dc.typeArtigo
dcterms.licensehttp://technopress.kaist.ac.kr/?journal=cac&#
dcterms.rightsHolderTechno-press
dspace.entity.typePublication
unesp.author.lattes7901652737291917
unesp.author.orcid0000-0001-7239-9805[3]
unesp.author.orcid0000-0001-9004-7985[1]
unesp.author.orcid0000-0001-8717-1483[2]
unesp.campusUniversidade Estadual Paulista (UNESP), Faculdade de Engenharia, Baurupt
unesp.departmentEngenharia Civil e Ambiental - FEBpt

Arquivos

Licença do Pacote

Agora exibindo 1 - 2 de 2
Imagem de Miniatura
Nome:
license.txt
Tamanho:
1.71 KB
Formato:
Item-specific license agreed upon to submission
Descrição:
Imagem de Miniatura
Nome:
license.txt
Tamanho:
1.71 KB
Formato:
Item-specific license agreed upon to submission
Descrição:

Coleções

Bauru - FEB - Faculdade de Engenharia