Computers and Concrete

  • 제12권3호
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  • Pages.303-318
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  • 2013
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Composed material models for nonlinear behavior of reinforced concrete

  • Dede, Tayfun (Department of Civil Engineering, Karadeniz Technical University) ;
  • Ayvaz, Yusuf (Department of Civil Engineering, Yildiz Technical University)
  • 투고 : 2012.04.25
  • 심사 : 2013.03.31
  • 발행 : 2013.09.01
⟨ 이전 논문 다음 논문 ⟩

초록

The purpose of this study is to present different composed material models for reinforced concrete structures (RC). For this aim a nonlinear finite element analysis program is coded in MATLAB. This program contains several yield criteria and stress-strain relationships for compression and tension behavior of concrete. In this study, the well-known criteria, Drucker-Prager, von Mises, Mohr Coulomb, Tresca, and two new criteria, Hsieh-Ting-Chen and Bresler-Pister, are taken into account. It is concluded that the coded program, the new yield criteria, and the models considered can be effectively used in the nonlinear analysis of reinforced concrete beams.

키워드

참고문헌

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피인용 문헌

  1. Developing Nonlinear Behavior of Reinforced Concrete Elements Using an Intelligent Approach vol.25, pp.13, 2021, https://doi.org/10.1080/13632469.2019.1628126