Research on the material degradation model and the bonding-slipping effect of reinforced concrete

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/).

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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  -