Simulação numérica do comportamento de vigas e pilares de concreto armado via MEF usando o codigo CASTEM 2000

dc.contributor.authorMarques da Costa Jacomassi, Luciana [UNESP]
dc.contributor.authorPinto Barbosa, Monica [UNESP]
dc.contributor.authorGamino, Andre Luis
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)
dc.contributor.institutionUniversidade Estadual de Campinas (UNICAMP)
dc.date.accessioned2022-04-28T21:02:10Z
dc.date.available2022-04-28T21:02:10Z
dc.date.issued2009-12-01
dc.description.abstractThe objective of this paper is the numerical study of the behavior of reinforced concrete beams and columns by non-linear numerical simulations. The numerical analysis is based on the finite element method implemented in CASTEM 2000. This program uses the constitutive elastoplastic perfect model for the steel, the Drucker-Prager model for the concrete and the Newton-Raphson for the solution of non-linear systems. This work concentrates on the determination of equilibrium curves to the beams and force-strain curves to the columns. The numeric responses are confronted with experimental results found in the literature in order to check the reliability of the numerical analyses. © Universitat Politècnica de Catalunya (España).en
dc.description.affiliationUNESP Departamento de Engenharia Civil, Alameda Bahia, 550, CEP 15385-000 Ilha Solteira, SP
dc.description.affiliationUNICAMP Departamento de Estruturas DES Arquitetura e Urbanismo, Av. Albert Einstein, 951, Campinas-SP, CEP 13083-852
dc.description.affiliationUnespUNESP Departamento de Engenharia Civil, Alameda Bahia, 550, CEP 15385-000 Ilha Solteira, SP
dc.format.extent133-144
dc.identifier.citationRevista Internacional de Metodos Numericos para Calculo y Diseno en Ingenieria, v. 25, n. 2, p. 133-144, 2009.
dc.identifier.issn0213-1315
dc.identifier.issn1886-158X
dc.identifier.scopus2-s2.0-77954436554
dc.identifier.urihttp://hdl.handle.net/11449/225963
dc.language.isospa
dc.relation.ispartofRevista Internacional de Metodos Numericos para Calculo y Diseno en Ingenieria
dc.sourceScopus
dc.subjectFEM
dc.subjectNon-linear analysis
dc.subjectR/C beams
dc.subjectR/C columns
dc.titleSimulação numérica do comportamento de vigas e pilares de concreto armado via MEF usando o codigo CASTEM 2000es
dc.title.alternativeNumerical simulation of the behavior of the behavior of reinforced concrete beams and columns by FEM CAASTEM 2000 programen
dc.typeArtigo

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