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HIGH STRENGTH CONCRETE: THE REINFORCED CONCRETE OF THE CENTURY 21(ST)

dc.contributor.authorLorrain, Michel S.
dc.contributor.authorPinto Barbosa, Monica [UNESP]
dc.contributor.authorArnaud, Maurice
dc.contributor.authorLuis Gamino, Andre
dc.contributor.institutionINSA
dc.contributor.institutionUniversidade Estadual Paulista (Unesp)
dc.contributor.institutionUniversidade de São Paulo (USP)
dc.date.accessioned2014-05-20T13:28:49Z
dc.date.available2014-05-20T13:28:49Z
dc.date.issued2007-01-01
dc.description.abstractThis work is about the 21st century reinforced concrete analysis under the point of view of its constituent materials. First of all it is described the theoretical approach of the bending elements calculated based on the Norms BAEL 91 standarts. After that, numerical load-displacement are presented from reinforced concrete beams and plates validated by experimental data. The numerical modellings has been carried on in the program CASTEM 2000. In this program a elastoplastic model of Drucker-Prager defines the rupture surface of the concrete in non associative plasticity. The crack is smeared on the Gauss points of the finite elements with formation criterion starting from the definition of the rupture surface in the branch traction-traction of the Rankine model. The reinforcements were modeled in a discrete approach with perfect bond. Finally, a comparative analysis is made between the numerical results and calculated criteria showing the future of high performance reinforced concrete in this beginning of 21st century.en
dc.description.affiliationINSA, Dept Genie Civil, F-31077 Toulouse, France
dc.description.affiliationUNESP, Dept Civil Engn, BR-15385000 Ilha Solteira, SP, Brazil
dc.description.affiliationUniv São Paulo, Dept Engn Estruturas & Fundacoes, BR-05508900 São Paulo, Brazil
dc.description.affiliationUnespUNESP, Dept Civil Engn, BR-15385000 Ilha Solteira, SP, Brazil
dc.format.extent251-264
dc.identifier.citationRevista Internacional de Metodos Numericos Para Calculo Y Diseno En Ingenieria. Barcelona: Univ Politecnica Catalunya, v. 23, n. 3, p. 251-264, 2007.
dc.identifier.issn0213-1315
dc.identifier.urihttp://hdl.handle.net/11449/9614
dc.identifier.wosWOS:000261304200001
dc.language.isospa
dc.publisherUniv Politecnica Catalunya
dc.relation.ispartofRevista Internacional de Metodos Numericos para Calculo y Diseno en Ingenieria
dc.relation.ispartofjcr0.369
dc.relation.ispartofsjr0,263
dc.rights.accessRightsAcesso restrito
dc.sourceWeb of Science
dc.subjectreinforced concretept
dc.subjectstructural calculate criteriapt
dc.subjectconcrete strengthpt
dc.subjectreinforced yield stresspt
dc.titleHIGH STRENGTH CONCRETE: THE REINFORCED CONCRETE OF THE CENTURY 21(ST)en
dc.typeArtigo
dcterms.rightsHolderUniv Politecnica Catalunya
unesp.campusUniversidade Estadual Paulista (Unesp), Faculdade de Engenharia, Ilha Solteirapt
unesp.departmentEngenharia Civil - FEISpt

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