Proceedings of the 2015 International Conference on Material Science and Applications

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/).

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Volume Title
Proceedings of the 2015 International Conference on Material Science and Applications
Series
Advances in Physics Research
Publication Date
June 2014
ISBN
978-94-62520-75-2
ISSN
2352-541X
DOI
10.2991/icmsa-15.2015.114How to use a DOI?
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  -