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contributor authorKhattab Al-Ghrery
contributor authorRiadh Al-Mahaidi
contributor authorRobin Kalfat
contributor authorNazar Oukaili
date accessioned2022-12-27T20:46:44Z
date available2022-12-27T20:46:44Z
date issued2022/10/01
identifier other(ASCE)CC.1943-5614.0001239.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4287973
description abstractNear-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.
publisherASCE
titleNear-Surface-Mounted CFRP for Strengthening Concavely Curved Soffit RC Beams: Experimental and Analytical Investigation
typeJournal Article
journal volume26
journal issue5
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0001239
journal fristpage04022051
journal lastpage04022051_9
page9
treeJournal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 005
contenttypeFulltext


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