Computers and Concrete

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Numerical modelling of the damaging behaviour of the reinforced concrete structures by multi-layers beams elements

  • Received : 2014.02.20
  • Accepted : 2015.01.27
  • Published : 2015.04.25
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Abstract

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.

Keywords

References

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Cited by

  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