Proceedings of the First International Conference on Information Sciences, Machinery, Materials and Energy

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

Authors
Sihua Deng, Ze Qie, Li Wang
Corresponding Author
Sihua Deng
Available Online July 2015.
DOI
https://doi.org/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.
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Proceedings
First International Conference on Information Sciences, Machinery, Materials and Energy
Part of series
Advances in Intelligent Systems Research
Publication Date
July 2015
ISBN
978-94-62520-67-7
ISSN
1951-6851
DOI
https://doi.org/10.2991/icismme-15.2015.88How to use a DOI?
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  -