The Analysis of Main Parameters on Shear Capacity of Steel Tube Steel Reinforced Concrete Composite Column
Authors
Bing Wang, Xiao Liu, Tian-Cheng Xu
Corresponding Author
Bing Wang
Available Online June 2014.
- DOI
- 10.2991/icmsa-15.2015.114How to use a DOI?
- Keywords
- Steel tube steel reinforced concrete composite column, Main parameters, Shear capacity.
- Abstract
In this paper, establishing finite element model of ABAQUS, selecting the reasonable component parameters, we calculate and analyze the shear capacity of the steel tube steel reinforced concrete composite column under the effect of lateral horizontal displacement. It is concluded that increasing the constraint effect coefficient, shear bearing capacity of components increases significantly. The shear capacity of components along with the increase of axial compression ratio and shear span ratio reduces gradually.
- 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 - Bing Wang AU - Xiao Liu AU - Tian-Cheng Xu PY - 2014/06 DA - 2014/06 TI - The Analysis of Main Parameters on Shear Capacity of Steel Tube Steel Reinforced Concrete Composite Column BT - Proceedings of the 2015 International Conference on Material Science and Applications PB - Atlantis Press SP - 624 EP - 628 SN - 2352-541X UR - https://doi.org/10.2991/icmsa-15.2015.114 DO - 10.2991/icmsa-15.2015.114 ID - Wang2014/06 ER -