Computers and Concrete

  • 제14권6호
  • /
  • Pages.657-674
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  • 2014
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

A numerical procedure for reinforced concrete columns with a focus on stability analysis

  • Pires, Susana L. (Department of Structural Engineering, University of Campinas) ;
  • Silva, Maria Cecilia A.T. (Department of Structural Engineering, University of Campinas)
  • 투고 : 2012.02.18
  • 심사 : 2014.10.02
  • 발행 : 2014.12.25
⟨ 이전 논문 다음 논문 ⟩

초록

The purpose of this paper is to present a numerical procedure to analyse reinforced concrete columns subjected to combined axial loads and bending that rigorously considers nonlinear material and nonlinear geometric characteristics. Column design and stability analysis are simultaneously regarded. A finite element method is used for calculating displacements and the material and geometric nonlinearities are taken into account using an iterative process. A computer program is developed from the proposed numerical procedure, and the efficiency of the program is verified against available experimental data. The model applies to constant rectangular cross sectional columns with symmetric reinforcement distribution.

키워드

참고문헌

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피인용 문헌

  1. Comparative study of the simplified methods of Eurocode 2 for second order analysis of slender reinforced concrete columns vol.14, 2017, https://doi.org/10.1016/j.jobe.2017.10.003
  2. A non-linear model for analysis and design of slender reinforced-concrete columns vol.71, pp.6, 2019, https://doi.org/10.1680/jmacr.17.00428
  3. An algorithm for simulation of cyclic eccentrically-loaded RC columns using fixed rectangular finite elements discretization vol.23, pp.1, 2014, https://doi.org/10.12989/cac.2019.23.1.025