NUMERICAL SIMULATION of THE BEHAVIOR of THE BEHAVIOR of REINFORCED CONCRETE BEAMS and COLUMNS BY FEM CAASTEM 2000 PROGRAM

dc.contributorUniversidade Estadual Paulista (Unesp)
dc.contributorUniversidade Estadual de Campinas (UNICAMP)
dc.date.accessioned2014-05-20T13:28:51Z
dc.date.accessioned2022-10-05T13:26:56Z
dc.date.available2014-05-20T13:28:51Z
dc.date.available2022-10-05T13:26:56Z
dc.date.created2014-05-20T13:28:51Z
dc.date.issued2009-01-01
dc.identifierRevista Internacional de Metodos Numericos Para Calculo Y Diseno En Ingenieria. Barcelona: Univ Politecnica Catalunya, v. 25, n. 2, p. 133-144, 2009.
dc.identifier0213-1315
dc.identifierhttp://hdl.handle.net/11449/9629
dc.identifierWOS:000270967700003
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/3885961
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 there liability of the numerical analyses.
dc.languageeng
dc.publisherUniv Politecnica Catalunya
dc.relationRevista Internacional de Metodos Numericos para Calculo y Diseno en Ingenieria
dc.relation0.369
dc.relation0,263
dc.rightsAcesso restrito
dc.sourceWeb of Science
dc.subjectnon-linear analysis
dc.subjectFEM
dc.subjectR/C beams
dc.subjectR/C columns
dc.titleNUMERICAL SIMULATION of THE BEHAVIOR of THE BEHAVIOR of REINFORCED CONCRETE BEAMS and COLUMNS BY FEM CAASTEM 2000 PROGRAM
dc.typeArtigo


Este ítem pertenece a la siguiente institución