Near-Surface-Mounted CFRP for Strengthening Concavely Curved Soffit RC Beams: Experimental and Analytical Investigation

被引:0
|
作者
Al-Ghrery, Khattab [1 ,2 ]
Al-Mahaidi, Riadh [1 ]
Kalfat, Robin [1 ]
Oukaili, Nazar [2 ]
机构
[1] Swinburne Univ Technol, Fac Sci Engn & Technol, Dept Civil & Construct, Hawthorn, Vic 3122, Australia
[2] Univ Baghdad, Dept Civil Engn, Coll Engn, Baghdad 10070, Iraq
关键词
Flexural strengthening; Near-surface-mounted; NSM; Carbon fiber-reinforced polymer; CFRP; Reinforced concrete (RC); Curved soffit beams; Premature debonding; CONCRETE; BOND;
D O I
10.1061/(ASCE)CC.1943-5614.0001239
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Near-surface-mounted (NSM) carbon fiber-reinforced polymers (CFRPs) have emerged as a promising strengthening technique to improve the flexural performance of reinforced-concrete (RC) structures. Although these systems have been investigated extensively for flat soffit RC beams, their performance when applied to concavely curved soffit members requires investigation. This paper presents the results of an experimental program conducted to investigate the behavior of concavely curved soffit RC beams strengthened in flexure with NSM CFRP rods. Twenty RC beams were designed, fabricated, and statically tested, including 15 beams that contained curved soffits with varying degrees of curvature ranging between 5 to 20 mm/m. The remaining five beams were flat soffit and were used as control beams. The ultimate capacity, failure mode, flexural stiffness, ductility, and level of FRP strain prior to debonding of these beams are analyzed and discussed. This study identifies gaps in existing design guidelines and codes and presents recommendations for designers on NSM technology.
引用
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页数:9
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