The Shear Bearing Capacity Mechanism Analysis of Steel Pipe Steel Reinforced Concrete Composite Column
Bing Wang, Xiao Liu, Tian-Cheng Xu
Available Online June 2014.
- https://doi.org/10.2991/icmsa-15.2015.186How to use a DOI?
- Steel Pipe Steel Reinforced Concrete Composite Column, Shear Bearing Capacity, Mechanism Analysis.
- In this paper, the ABAQUS finite element model is established. using the stress distribution of the components during the calculation analysis, we analyzed the working mechanism of steel pipe steel reinforced concrete composite column shear components, it is concluded that P - U curve of the shear component is divided into three stages: elastic stage, elastic-plastic stage and plastic stage, mainly due to the effect of the increase of the zone of both the tension zone and the compression one. Axial compression ratio has much effect on the plastic stage of the curve , especially under the condition of high axial compression ratio, there exists the decline in the period of the plastic stage.
- Open Access
- This is an open access article distributed under the CC BY-NC license.
Cite this article
TY - CONF AU - Bing Wang AU - Xiao Liu AU - Tian-Cheng Xu PY - 2014/06 DA - 2014/06 TI - The Shear Bearing Capacity Mechanism Analysis of Steel Pipe Steel Reinforced Concrete Composite Column BT - 2015 International Conference on Material Science and Applications (icmsa-15) PB - Atlantis Press SP - 1004 EP - 1008 SN - 2352-541X UR - https://doi.org/10.2991/icmsa-15.2015.186 DO - https://doi.org/10.2991/icmsa-15.2015.186 ID - Wang2014/06 ER -