Ultimate Capacity of Reinforced Concrete Rectangular Members Subjected to Combined Actions
Authors
Pu Wang, Quansen Wang, Zhen Huang
Corresponding Author
Pu Wang
Available Online November 2015.
- DOI
- 10.2991/iccet-15.2015.167How to use a DOI?
- Keywords
- Ultimate capacity; Axial force; Bending; Shear force; Torsion; Rectangular section.
- Abstract
Rectangular reinforced concrete members are widely used in building structures and bridge structures. The failures of these members usually occur under the combined loading actions of axial force, bending, shear and torsion. In this paper, a calculate model is established by determining the shape of warped failure surface and reasonably assuming the stress distribution on the failure surface. Then through the comparison of calculation results and experiment, the validation is verified for the calculation model of ultimate capacity of reinforced concrete members with rectangular section under combined actions.
- 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 - Pu Wang AU - Quansen Wang AU - Zhen Huang PY - 2015/11 DA - 2015/11 TI - Ultimate Capacity of Reinforced Concrete Rectangular Members Subjected to Combined Actions BT - Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015 PB - Atlantis Press SP - 888 EP - 891 SN - 2352-5401 UR - https://doi.org/10.2991/iccet-15.2015.167 DO - 10.2991/iccet-15.2015.167 ID - Wang2015/11 ER -