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NTIS 바로가기Magazine of concrete research, v.70 no.15, 2018년, pp.785 - 797
Achintha, Mithila (Faculty of Engineering and the Environment, University of Southampton, Southampton, UK (corresponding author: )) , Alami, Fikri (Faculty of Engineering and the Environment, University of Southampton, Southampton, UK) , Harry, Sian (Faculty of Engineering and the Environment, University of Southampton, Southampton, UK) , Bloodworth, Alan (School of Engineering, University of Warwick, Coventry, UK)
The paper reports results of an experimental investigation into load response and failure behaviour of rectangular prismatic concrete beams reinforced with a combined flexural and shear reinforcement system made from carbon-fibre-reinforced polymer (CFRP) fabric. It is shown that CFRP U-channels wi...
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Punurai, W., Hsu, C.T.T., Punurai, S., Chen, J.. Biaxially loaded RC slender columns strengthened by CFRP composite fabrics. Engineering structures, vol.46, 311-321.
Qin, R., Zhou, A., Lau, D.. Effect of reinforcement ratio on the flexural performance of hybrid FRP reinforced concrete beams. Composites. Part B, Engineering, vol.108, 200-209.
Robert, Mathieu, Benmokrane, Brahim. Combined effects of saline solution and moist concrete on long-term durability of GFRP reinforcing bars. Construction & building materials, vol.38, 274-284.
Shams, A., Horstmann, M., Hegger, J.. Experimental investigations on Textile-Reinforced Concrete (TRC) sandwich sections. Composite structures, vol.118, 643-653.
Wang, F., Li, M., Hu, S.. Bond behavior of roughing FRP sheet bonded to concrete substrate. Construction & building materials, vol.73, 145-152.
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