Affiliation:
1. University Tun Hussein Onn
2. Universiti Teknologi Malaysia
Abstract
There has been much research conducted on the current performance of Fiber Reinforced Polymer (FRP) as reinforcement. It was due to FRP easier to maintain than steel during construction because of less weight. Laboratory works on the flexural behavior of concrete beams that with GFRP and CFRP use as a plate strengthening for the beam size 2800 x 200 x 250 millimeter. study of the pattern of cracking and failure modes of the beam will be compared between the ten types of beams consisting of steel reinforced beams , beam-reinforced GFRP and GFRP reinforced beams strengthened with CFRP with different lengths. Comparing between the beam bending performance was examined through the ultimate load, cracking and failure modes.
Publisher
Trans Tech Publications, Ltd.
Reference7 articles.
1. X.C. Wang and H.B. Nie, Research of the CFRP Strengthened Reinforced Concrete Structures, Appl. Mech. Mater. 193–194 (2012) 579–583.
2. A. Rahman, M. Sam and R.N. Swamy, Flexural Behaviour Of Concrete Beams Reinforced With Glass Fibre Reinforced Polymer Bars, J. Civil Eng. 17 (1) (2005) 49–57.
3. Y. Choi, H. Choi and C. Choi, Experimental Study on Behavior of Flexural Member with Lab-Spliced GFRP Bar, Key Eng. Mater. 453 (2011) 781–784.
4. D. Fu, Y. Wen and B. Wang, Experimental Study on Flexural Deformation Behavior of Concrete Beams Reinforced with GFRP Bars, Adv. Mater. Res. 280 (2011) 175–178.
5. B.W. An, S. Member, H. Saadatmanesh and M.R. Ehsani, Rc beams strengthened with frp plates. ii: analysis and parametric study, J. Struct. Eng. 117(11) (1992) 3434-3455.
Cited by
5 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