dc.creatorJacomassi, LMD
dc.creatorBarbosa, MP
dc.creatorGamino, AL
dc.date2009
dc.date2014-11-13T14:15:20Z
dc.date2015-11-26T18:07:49Z
dc.date2014-11-13T14:15:20Z
dc.date2015-11-26T18:07:49Z
dc.date.accessioned2018-03-29T00:49:57Z
dc.date.available2018-03-29T00:49:57Z
dc.identifierRevista Internacional De Metodos Numericos Para Calculo Y Diseno En Ingenieria. Univ Politecnica Catalunya, v. 25, n. 2, n. 133, n. 144, 2009.
dc.identifier0213-1315
dc.identifierWOS:000270967700003
dc.identifierhttp://www.repositorio.unicamp.br/jspui/handle/REPOSIP/62240
dc.identifierhttp://www.repositorio.unicamp.br/handle/REPOSIP/62240
dc.identifierhttp://repositorio.unicamp.br/jspui/handle/REPOSIP/62240
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/1293678
dc.descriptionThe 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.description25
dc.description2
dc.description133
dc.description144
dc.languageen
dc.publisherUniv Politecnica Catalunya
dc.publisherBarcelona
dc.publisherEspanha
dc.relationRevista Internacional De Metodos Numericos Para Calculo Y Diseno En Ingenieria
dc.relationRev. Int. Metod. Numer. Calc. Dise.
dc.rightsfechado
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.typeArtículos de revistas


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