Author:
Al Hamaydeh Mohammad,Afghan Fatma,Mithani Raj,Besiso Tala,Al Salim Hamzah
Reference44 articles.
1. T. Hales, C. Pantelides and L. Reaveley, "Experimental Evaluation of Slender High-Strength Concrete Columns with GFRP and Hybrid Reinforcement," Journal of Composites for Construction, Vol. 20, no. 6, p. 04016050, 2016. Available: 10.1061/(asce)cc.1943-5614.0000709.
2. L. Chung, J. Jay Kim and S. Yi, "Bond strength prediction for reinforced concrete members with highly corroded reinforcing bars," Cement and Concrete Composites, Vol. 30, no. 7, pp. 603-611, 2008. Available: 10.1016/j.ce mconcomp.2008.03.006.
3. N. Gowripalan and H. Mohamed, "Chloride-ion induced corrosion of galvanized and ordinary steel reinforcement in high-performance concrete," Cement and Concrete Research, Vol. 28, no. 8, pp. 1119-1131, 1998. Available: 10.1016/s0008-8846(98)00090-8 [Accessed 16 September 2019].
4. A. H. Ali, B. Benmokrane and H. M. Mohamed, "Shear Strength of Circular Concrete Beams Reinforced with Glass Fiber-Reinforced Polymer Bars and Spirals", ACI Structural Journal, vol. 4, pp. 39-49, 2017.
5. M. Tahir, Z. Wang, K. Majid Ali and H. F. Isleem, "Shear behavior of concrete beams reinforced with CFRP sheet strip stirrups using wet-layup technique", Structures, vol. 43, no. 52, pp. 43–52, 2019.
Cited by
13 articles.
订阅此论文施引文献
订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献