@article{scholars694,
          number = {5},
          volume = {162},
            note = {cited By 3},
             doi = {10.1680/stbu.2009.162.5.355},
           title = {Fatigue behaviour of CFRP concrete joints under shear},
            year = {2009},
       publisher = {ICE Publishing Ltd},
         journal = {Proceedings of the Institution of Civil Engineers: Structures and Buildings},
           pages = {355--364},
            issn = {09650911},
          author = {Mahmoud, L. and Shafiq, N. and Nureldin, M. F. and Thanoon, A. M. W.},
        keywords = {Carbon fiber reinforced plastics; Carbon fibers; Fatigue of materials; Fiber reinforced plastics; Materials testing; Reinforced concrete; Shear stress; Stress analysis, Carbon fibre reinforced polymer; Concrete interface; Cyclic shear loading; Experimental set up; Fatigue behaviour; Mathematical formulation; Strength and testing of materials; Structural concretes, Stiffness, carbon; concrete structure; cyclic loading; fatigue; polymer; reinforced concrete; shear strength; shear stress; stiffness; stress analysis},
             url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-77957700133&doi=10.1680\%2fstbu.2009.162.5.355&partnerID=40&md5=c6ba00d3a5089e28d4e11c4e0a0d9e28},
        abstract = {This paper proposes a new methodology for determining stiffness and degradation of stiffness at the interface between externally bonded carbon-fibre-reinforced polymer (CFRP) and structural concrete under cyclic shear loading. In this paper an experimental programme consisting of 14 push-off specimens has been conducted. The CFRP composite strips were used to strengthen concrete externally at a known failure plane to resist shear stresses in shear friction. The test set-up and supports were designed such that there is a direct shear at the CFRP-to-concrete interface. This paper describes the experimental set-up and test parameters. Experimental results for cyclic bond stress-slip behaviour, mathematical formulations for stiffness of interface and its degradation as the number of cycles increased have been obtained and discussed.}
}