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

Computational Method for Bearing Capacity of Steel tube Reinforced Concrete Short Column under Axial Loading

Authors
Jin Sheng Liu, Rui Li Xie, Yong Jiu Qian
Corresponding Author
Jin Sheng Liu
Available Online July 2015.
DOI
https://doi.org/10.2991/icismme-15.2015.29How to use a DOI?
Keywords
Constitutive Relationship; Reinforced Concrete; Piers Reinforcement; Steel Pipe Reinforcement
Abstract
The existing concrete column reinforced by steel tube is commonly used in engineering. However, the computational theory of bearing capacity of the structure after reinforcement is insufficient at present. In the case of the initial stress of existing concrete column is relatively lower, the computational formula of axial bearing capacity for short column pier reinforced by steel tube has been deduced from the modified stress-strain curve of concrete filled steel tube. Comparing the computational results with the correspondent experimental data shows that the formula can provide support for the computation analysis of bearing capacity of reinforcement pier in engineering practice.
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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-15.2015.29How 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  - Jin Sheng Liu
AU  - Rui Li Xie
AU  - Yong Jiu Qian
PY  - 2015/07
DA  - 2015/07
TI  - Computational Method for Bearing Capacity of Steel tube Reinforced Concrete Short Column under Axial Loading
BT  - First International Conference on Information Sciences, Machinery, Materials and Energy
PB  - Atlantis Press
SP  - 142
EP  - 147
SN  - 1951-6851
UR  - https://doi.org/10.2991/icismme-15.2015.29
DO  - https://doi.org/10.2991/icismme-15.2015.29
ID  - Liu2015/07
ER  -