Construction and Building Materials 178 (2018) 161–174 Contents lists available at ScienceDirect Construction and Building Materials journal homepage: www.elsevier.com/locate/conbuildmat Experimental and theoretical analysis of severely damaged concrete beams strengthened with CFRP a,⇑ b c d Muhammad Ikramul Kabir , Mahbube Subhani , Rijun Shrestha , Bijan Samali Institute for Frontier Materials, Deakin University, Waurn Ponds, Victoria 3216, Australia School of Engineering, Deakin University, Waurn Ponds, Victoria 3216, Australia Centre for Built Infrastructure Research, University of Technology Sydney, NSW 2007, Australia Centre for Infrastructure Engineering, Western Sydney University, Kingswood, NSW 2747, Australia highl i ghts Repairing of severely damaged reinforced concrete beams with CFRP. Beams fabricated from concrete with ﬂy ash, waste rubber and polypropylene ﬁbres. Theoretical veriﬁcation of experimental results adopting shear friction model. Reasonable accuracy of theoretical results compared to the experimental results. article i nfo abstract Article history: In recent years, carbon ﬁbre reinforced polymer (CFRP) has gained its popularity for repairing reinforced Received 24 September 2017 concrete structures. At the same time, numerous research have been conducted on the use of different Received in revised form 4 May 2018 admixtures in the concrete to enhance its various physical properties. This study investigates the repair- Accepted 6
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