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
- 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.
- 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/).
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 - Proceedings of the 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 - 10.2991/icismme-15.2015.29 ID - Liu2015/07 ER -