1. RI UFLA
  2. Escola de Engenharia - EENG
  3. Departamento de Engenharia - DEG
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Please use this identifier to cite or link to this item: http://repositorio.ufla.br/jspui/handle/1/39972
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dc.creatorSouza, Régis Marciano de-
dc.creatorMagalhães, Ricardo Rodrigues-
dc.creatorAndrade, Ednilton Tavares de-
dc.date.accessioned2020-04-13T14:07:25Z-
dc.date.available2020-04-13T14:07:25Z-
dc.date.issued2019-
dc.identifier.citationSOUZA, R. M. de; MAGALHÃES, R. R.; ANDRADE, E. T. de. Comparative study of non-linear simulations of a reinforced concrete slender column using finite element method and P-DELTA. Theoretical and Applied Engineering, Lavras, v. 3, n. 1, p. 1-11, 2019.pt_BR
dc.identifier.urihttp://www.taaeufla.deg.ufla.br/index.php/TAAE/article/view/7pt_BR
dc.identifier.urihttp://repositorio.ufla.br/jspui/handle/1/39972-
dc.description.abstractThis paper analyzes the non-linear geometric behavior of reinforced concrete slender columns. This approach is due to the fact that there is a tendency to reinforced concrete slender constructions, which may have significant second order effects. This research aimed at comparing different formulations for the analysis of non-linear behavior of reinforced concrete slender columns by comparing results from simulated problem (slender column with ten load scenarios) between the Finite Element Method (FEM) and the Iterative Process P-DELTA (P-Δ). Numeric results revealed that the Iterative Process P-Δ presented different results from FEM and that the second order effects are significant for reinforced concrete slender column problems.pt_BR
dc.languageenpt_BR
dc.publisherUniversidade Federal de Lavraspt_BR
dc.rightsrestrictAccesspt_BR
dc.sourceTheoretical and Applied Engineeringpt_BR
dc.subjectReinforced concrete columnspt_BR
dc.subjectGeometric non-linearitypt_BR
dc.subjectSecond-order effectspt_BR
dc.subjectStructural analysis (Engineering)pt_BR
dc.subjectMétodo dos elementos finitospt_BR
dc.subjectEstrutura de concreto armadopt_BR
dc.subjectSistemas não-linearespt_BR
dc.subjectAnálise estrutural (Engenharia)pt_BR
dc.subjectEfeito P-Deltapt_BR
dc.titleComparative study of non-linear simulations of a reinforced concrete slender column using finite element method and P-DELTApt_BR
dc.typeArtigopt_BR
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