Compression bearing capacity analysis of concrete in edge and corner under prestressed constraint
- 10.2991/iccet-15.2015.106How to use a DOI?
- local compression; prestress; steel net; bearing capacity;
With the development of architectural diversity, local pressure has become a common form in civil engineering, the problem of compression bearing analysis of concrete in edge and corner become more and more prominent, under the prestressed constraints, the article try to study on the change of the pressure bearing capacity of the side angle by ABAQUS finite element software and analysis of the mechanism of bearing capacity. For this situation, the article can apply to conduct the capacity calculation and analysis, looking at the differences among the model of plain concrete with configuration of conventional steel net and plain concrete. Analysis of the model indicated that: Reasonably using prestressed steel net can improve the ultimate bearing capacity of the concrete members. With the increase of local compression area, the ultimate bearing capacity also increased significantly. It has a certain meaning of the further research on the partial compression of concrete.
- © 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 - Zhanshuo Cao AU - Xinsheng Yin AU - Jingwei Cai PY - 2015/11 DA - 2015/11 TI - Compression bearing capacity analysis of concrete in edge and corner under prestressed constraint BT - Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015 PB - Atlantis Press SP - 571 EP - 575 SN - 2352-5401 UR - https://doi.org/10.2991/iccet-15.2015.106 DO - 10.2991/iccet-15.2015.106 ID - Cao2015/11 ER -