Analysis on Local Compression Bearing Capacity of Deep Reinforced Concrete Corbels Constrained by Prestress
- DOI
- 10.2991/icache-15.2015.31How to use a DOI?
- Keywords
- prestress, local compression, deep corbel, ultimate bearing capacity
- Abstract
Through the calculation and analysis on the stress state of deep corbel under local compression, reinforce deep corbel by external prestressing form. According to the calculation results, find the difference between the stress distribution constrained by prestress and that of normal working state, analysis on the influence of different position on the ultimate bearing capacity. The working mechanism of deep corbel and ordinary corbel are basically the same. The concrete at the middle area of corbel constrained by prestress strongly, Its ultimate bearing capacity and crack resistance increased significantly. With the position of prestressed constraints changing, the ultimate bearing capacity of deep corbel also changes. The ideal constrained position is located in the central of deep corbel.
- 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 - Xinsheng Yin AU - Yang Liu AU - Jingwei Cai PY - 2015/11 DA - 2015/11 TI - Analysis on Local Compression Bearing Capacity of Deep Reinforced Concrete Corbels Constrained by Prestress BT - Proceedings of the 2015 International Conference on Architectural, Civil and Hydraulics Engineering PB - Atlantis Press SP - 154 EP - 158 SN - 2352-5401 UR - https://doi.org/10.2991/icache-15.2015.31 DO - 10.2991/icache-15.2015.31 ID - Yin2015/11 ER -