Research on the material degradation model and the bonding-slipping effect of reinforced concrete
Authors
Jian Shen, Xiaoyun Liu
Corresponding Author
Jian Shen
Available Online November 2015.
- DOI
- 10.2991/iccet-15.2015.130How to use a DOI?
- Keywords
- reinforced concrete, bonding-slipping effect, corrosion
- Abstract
Based on the modified plate-truss model, the time-varying ultimate capacity of RC subjected to bending, shear and torsion were studied. An average constitutional relationship of steel bar is developed by considering both the bonding-slipping effect and corrosion ratio of reinforcing steel bar. The calculation of time-varying bearing capacity is given by the introducing material degradation models in general environment.
- 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 - Jian Shen AU - Xiaoyun Liu PY - 2015/11 DA - 2015/11 TI - Research on the material degradation model and the bonding-slipping effect of reinforced concrete BT - Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015 PB - Atlantis Press SP - 698 EP - 701 SN - 2352-5401 UR - https://doi.org/10.2991/iccet-15.2015.130 DO - 10.2991/iccet-15.2015.130 ID - Shen2015/11 ER -