Computers and Concrete

  • 제15권4호
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  • Pages.547-562
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  • 2015
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
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Numerical modelling of the damaging behaviour of the reinforced concrete structures by multi-layers beams elements

  • 투고 : 2014.02.20
  • 심사 : 2015.01.27
  • 발행 : 2015.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

A two-dimensional multi-layered finite elements modeling of reinforced concrete structures at non-linear behaviour under monotonic and cyclical loading is presented. The non-linearity material is characterized by several phenomena such as: the physical non-linearity of the concrete and steels materials, the behaviour of cracked concrete and the interaction effect between materials represented by the post-cracking filled. These parameters are taken into consideration in this paper to examine the response of the reinforced concrete structures at the non-linear behaviour. Four examples of application are presented. The numerical results obtained, are in a very good agreement with available experimental data and other numerical models of the literature.

키워드

참고문헌

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피인용 문헌

  1. Contribution to the damage modelling of reinforced concrete structures vol.149, pp.2261-236X, 2018, https://doi.org/10.1051/matecconf/201714901052
  2. Contribution to the damage modelling of reinforced concrete structures vol.149, pp.2261-236X, 2018, https://doi.org/10.1051/matecconf/201814901052
  3. Three-dimensional modelling of functionally graded beams using Saint-Venant's beam theory vol.72, pp.2, 2015, https://doi.org/10.12989/sem.2019.72.2.257