Please use this identifier to cite or link to this item: http://repositorio.ufla.br/jspui/handle/1/39972
Title: Comparative study of non-linear simulations of a reinforced concrete slender column using finite element method and P-DELTA
Keywords: Reinforced concrete columns
Geometric non-linearity
Second-order effects
Structural analysis (Engineering)
Método dos elementos finitos
Estrutura de concreto armado
Sistemas não-lineares
Análise estrutural (Engenharia)
Efeito P-Delta
Issue Date: 2019
Publisher: Universidade Federal de Lavras
Citation: SOUZA, 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.
Abstract: This 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.
URI: http://www.taaeufla.deg.ufla.br/index.php/TAAE/article/view/7
http://repositorio.ufla.br/jspui/handle/1/39972
Appears in Collections:DAT - Artigos publicados em periódicos
DEA - Artigos publicados em periódicos
DEG - Artigos publicados em periódicos

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