Inclined FRP U-Wrap Anchorage for Preventing Concrete Cover Separation in FRP Strengthened RC Beams
Author:
Funder
Center of Excellence for Concrete Research and Testing (CoE-CRT), College of Engineering, King Saud University
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s13369-022-07186-6.pdf
Reference30 articles.
1. Al-Saawani, M.A.; El-Sayed, A.K.; Al-Negheimish, A.I.: Effect of shear-span/depth ratio on debonding failures of FRP-strengthened RC beams. J. Build. Eng. 32, 101771 (2020)
2. Al-Saawani, M.A.; El-Sayed, A.K.; Al-Negheimish, A.I.: Assessment of plate-end debonding design provisions for RC beams strengthened with FRP. Latin Am. J. Solids Struct. 17(2), 1–28 (2020)
3. Teng, J.G.; Smith, S.T.; Chen, Y.J.; JF: Intermediate crack-induced debonding in RC beams and slabs. Constr. Build. Mater. 17(6–7), 447–462 (2003)
4. Smith, S.T.; Teng, J.G.: Shear-bending interaction in debonding failures of FRP-plated RC beams. Adv. Struct. Eng. 6(3), 183–199 (2003)
5. Al-Saawani, M.A.; El-Sayed, A.K.; Al-Negheimish, A.I.: Effect of basic design parameters on IC debonding of CFRP-strengthened shallow RC beams. J. Reinf. Plast. Compos. 34(18), 1526–1539 (2015)
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