Nonlinear Analysis of Reinforced Concrete Beam Bending Failure Experimentation Based on ABAQUS

DOI

10.2991/icismme-15.2015.88How to use a DOI?

Keywords

Nonlinear analysis; Reinforced concrete beam bending failure experimentation; Finite element analysis.

Abstract

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.

Copyright

© 2015, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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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  - Proceedings of the 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  - 10.2991/icismme-15.2015.88
ID  - Deng2015/07
ER  -