Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015

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/).

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Volume Title
Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015
Series
Advances in Engineering Research
Publication Date
November 2015
ISBN
10.2991/iccet-15.2015.167
ISSN
2352-5401
DOI
10.2991/iccet-15.2015.167How to use a DOI?
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  -