@inproceedings{scholars7572,
            note = {cited By 1; Conference of 3rd International Conference on Civil, offshore and Environmental Engineering, ICCOEE 2016 ; Conference Date: 15 August 2016 Through 17 August 2016; Conference Code:180169},
            year = {2016},
             doi = {10.1201/b21942-14},
         journal = {Engineering Challenges for Sustainable Future - Proceedings of the 3rd International Conference on Civil, offshore and Environmental Engineering, ICCOEE 2016},
       publisher = {CRC Press/Balkema},
           title = {FRP shear contribution in externally bonded reinforced concrete beams with stirrups},
           pages = {63--68},
             url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85009770796&doi=10.1201\%2fb21942-14&partnerID=40&md5=25051a3ff4657f4926154941315c192f},
        keywords = {Carbon fiber reinforced plastics; Concrete beams and girders; Deterioration; Environmental engineering; Offshore oil well production, Carbon fiber reinforced polymer composite; Concrete reinforced; Design codes; Externally bonded; Physical and mechanical properties; Reinforced concrete beams; Shear capacity; Shear contribution, Reinforced concrete},
        abstract = {Deterioration of marine concrete structures and its strengthening are challenges of the world of today. Recently, the increasing use of carbon fiber reinforced polymer (CFRP) composite appears to be a solution for strengthening of the concrete reinforced (RC) structures because of its physical and mechanical properties. This study aims to investigate the shear contribution of CFRP as a composite material in RC beams. In order to achieve this aim three RC beams investigated. One is un-strengthened and remainder two beams were externally shear strengthened in two scheme, U wrap and 2-side wrap with CFRP. Results indicate that CFRP increase the shear strength of the RC beams significantly. Moreover, the findings of this paper confirmed that the shear capacity predicting by design codes is higher and conservative than the experimental results. {\^A}{\copyright} 2016 Taylor \& Francis Group, London.},
          author = {Fazli, H. and Teo, W.},
            isbn = {9781138029781}
}