dc.contributor | Universidade Estadual Paulista (UNESP) | |
dc.creator | da Costa Jacomassi, Luciana Marques | |
dc.creator | Barbosa, Monica Pinto | |
dc.creator | Gamino, Andre L. | |
dc.date | 2014-05-20T13:28:51Z | |
dc.date | 2016-10-25T16:48:22Z | |
dc.date | 2014-05-20T13:28:51Z | |
dc.date | 2016-10-25T16:48:22Z | |
dc.date | 2009-01-01 | |
dc.date.accessioned | 2017-04-05T20:12:14Z | |
dc.date.available | 2017-04-05T20:12:14Z | |
dc.identifier | Revista Internacional de Metodos Numericos Para Calculo Y Diseno En Ingenieria. Barcelona: Univ Politecnica Catalunya, v. 25, n. 2, p. 133-144, 2009. | |
dc.identifier | 0213-1315 | |
dc.identifier | http://hdl.handle.net/11449/9629 | |
dc.identifier | http://acervodigital.unesp.br/handle/11449/9629 | |
dc.identifier | WOS:000270967700003 | |
dc.identifier.uri | http://repositorioslatinoamericanos.uchile.cl/handle/2250/857730 | |
dc.description | The 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.language | eng | |
dc.publisher | Univ Politecnica Catalunya | |
dc.relation | Revista Internacional de Metodos Numericos para Calculo y Diseno en Ingenieria | |
dc.rights | info:eu-repo/semantics/closedAccess | |
dc.subject | non-linear analysis | |
dc.subject | FEM | |
dc.subject | R/C beams | |
dc.subject | R/C columns | |
dc.title | NUMERICAL SIMULATION of THE BEHAVIOR of THE BEHAVIOR of REINFORCED CONCRETE BEAMS and COLUMNS BY FEM CAASTEM 2000 PROGRAM | |
dc.type | Otro | |