Nonlinear Analysis of Reinforced Concrete Beam Bending Failure Experimentation Based on ABAQUS
Sihua Deng, Ze Qie, Li Wang
Available Online July 2015.
- https://doi.org/10.2991/icismme-15.2015.88How to use a DOI?
- Nonlinear analysis; Reinforced concrete beam bending failure experimentation; Finite element analysis.
- The nonlinear analysis of a reinforced concrete beam was conducted based on the finite element analysis software ABAQUS. In this simply supported beam analysis, the plasticity model of concrete damage in ABAQUS has been introduced thoroughly. Finally, the results of the experimentation and the ABAQUS analysis were compared in a diagram, accordingly reasons of the result difference between the two methods were discussed, which can be a useful reference for the further study of the nonlinear analysis of reinforced concrete.
- Open Access
- This is an open access article distributed under the CC BY-NC license.
Cite this article
TY - CONF AU - Sihua Deng AU - Ze Qie AU - Li Wang PY - 2015/07 DA - 2015/07 TI - Nonlinear Analysis of Reinforced Concrete Beam Bending Failure Experimentation Based on ABAQUS BT - First International Conference on Information Sciences, Machinery, Materials and Energy PB - Atlantis Press SP - 439 EP - 443 SN - 1951-6851 UR - https://doi.org/10.2991/icismme-15.2015.88 DO - https://doi.org/10.2991/icismme-15.2015.88 ID - Deng2015/07 ER -