Nonlinear Finite Element Modelling and Parametric Analysis of Shear Strengthening RC T-Beams with NSM CFRP Technique
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s40999-018-0387-8.pdf
Reference39 articles.
1. Abouzied A, Masmoudi R (2015) Structural performance of new fully and partially concrete-filled rectangular FRP-tube beams. Constr Build Mater 101:652–660
2. Kadhim MMA (2012) Effect of CFRP sheet length on the behavior of HSC continuous Beam. J Thermoplast Compos 25(1):33–44
3. Al-Mahmoud F, Castel A, Minh TQ, François R (2015) Reinforced concrete beams strengthened with NSM CFRP rods in shear. Adv Struct Eng 18(10):1563–1574
4. Jawdhari A, Harik I (2016) Evaluation of RC beams strengthened with spliced CFRP rod panels. In: Proceedings of structural faults and repair
5. Jawdhari A, Peiris A, Harik I (2016) Bond study on CFRP rod panels externally adhered to concrete. J Compos Constr 21(4):04016114
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