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contributor authorEhab A. Ahmed
contributor authorAhmed K. El-Sayed
contributor authorEhab El-Salakawy
contributor authorBrahim Benmokrane
date accessioned2017-05-08T21:36:05Z
date available2017-05-08T21:36:05Z
date copyrightFebruary 2010
date issued2010
identifier other%28asce%29cc%2E1943-5614%2E0000054.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57165
description abstractThis paper provides a comparison and evaluation of the current test methods used to determine the strength of fiber-reinforced polymer (FRP) bent bars/stirrups at the bend location (bend strength). The available methods depend on applying tensile forces through the straight portion of the bent bar/stirrup and keeping the bend zone restrained to generate a stress perpendicular to the bend direction in addition to the stress in the longitudinal direction. This could be achieved through the ACI 440.3R-04 B.12 test method for U-shaped bare FRP bars. Another possible method is the ACI 440.3R-04 B.5 which evaluates the bend strength of FRP stirrups by embedding them in two concrete blocks, which are pushed apart until the rupture of the FRP bent bars. Both methods were employed in testing FRP stirrups and bent bars and the bend strength was compared. The test results showed that the ACI 440.3R-04 B.12 test method consistently underestimates the bend strength of FRP stirrups. On the other hand, B.5 test method is more reliable and representative to the actual state of stresses in real concrete structural elements.
publisherAmerican Society of Civil Engineers
titleBend Strength of FRP Stirrups: Comparison and Evaluation of Testing Methods
typeJournal Paper
journal volume14
journal issue1
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000050
treeJournal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 001
contenttypeFulltext


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