Proceedings of the 2017 6th International Conference on Energy, Environment and Sustainable Development (ICEESD 2017)

Interfacial Shear Stresses Calculation of FRP Strengthened RC Beams

Authors
Jia Yang
Corresponding Author
Jia Yang
Available Online April 2017.
DOI
https://doi.org/10.2991/iceesd-17.2017.16How to use a DOI?
Keywords
Interfacialÿshear stresses; FRP plate; Reinforced concrete
Abstract
One major problem when using ber reinforced polymer (FRP) to strengthen structures is the presence of high interfacial shear stresses near the end of the RC beams which might impact on the debonding failure modes and working mechanism. Interfacial debonding failure may occur at the plate ends due to interfacial stresses. This study analyzes the effect of the interfacial behavior on the interfacial shear stresses of FRP strengthened RC beams under uniformly distributed loads. The analytical model is established, and the differential equation of interfacial shear stresses of FRP strengthened RC beams is established. The calculated formula of interfacial shear stresses is deduced under uniformly distributed loads.
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Proceedings
2017 6th International Conference on Energy, Environment and Sustainable Development (ICEESD 2017)
Part of series
Advances in Engineering Research
Publication Date
April 2017
ISBN
978-94-6252-328-9
ISSN
2352-5401
DOI
https://doi.org/10.2991/iceesd-17.2017.16How to use a DOI?
Open Access
This is an open access article distributed under the CC BY-NC license.

Cite this article

TY  - CONF
AU  - Jia Yang
PY  - 2017/04
DA  - 2017/04
TI  - Interfacial Shear Stresses Calculation of FRP Strengthened RC Beams
BT  - 2017 6th International Conference on Energy, Environment and Sustainable Development (ICEESD 2017)
PB  - Atlantis Press
SP  - 92
EP  - 95
SN  - 2352-5401
UR  - https://doi.org/10.2991/iceesd-17.2017.16
DO  - https://doi.org/10.2991/iceesd-17.2017.16
ID  - Yang2017/04
ER  -