Interfacial Shear Stresses Calculation of FRP Strengthened RC Beams
Available Online April 2017.
- https://doi.org/10.2991/iceesd-17.2017.16How to use a DOI?
- Interfacialÿshear stresses; FRP plate; Reinforced concrete
- 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.
- 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 -