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dc.contributor.authorGenikomsou Aikaterini S.;Balomenos Georgios P.;Arczewska Paulina;Polak Maria A.
dc.date.accessioned2019-02-26T07:38:52Z
dc.date.available2019-02-26T07:38:52Z
dc.date.issued2018
dc.identifier.other%28ASCE%29CC.1943-5614.0000880.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248485
dc.description.abstractShear testing of glass fiber–reinforced polymer (GFRP) bars can be considered for material specifications, quality control, quality assurance, and structural design purposes. ASTM and the Canadian Standards Association (CSA) specify the testing apparatus and the procedure to test fiber-reinforced polymer (FRP) matrix composites, in which the principal variables are the size (diameter) and type of the FRP bars. This study develops a device to test GFRP bars in shear based on both ASTM and CSA standards. The paper provides information about the significance of shear testing of GFRP bars and the potential outcomes of this type of test. For that purpose, different types of GFRP bars (straight and bent) provided by two different suppliers are studied. Two test series are considered. The first examines straight and bent bars from two different companies, and tests two different diameters of the GFRP bars. The straight bars are tested with and without their outer coating (provided by the companies) and the bent bars are tested in their straight portion. The same bars are tested in shear after being in an alkaline solution (pH 13) for 5 months (15 days) at 6°C. The second test series considers GFRP bars of various diameters (original GFRP bars are shaved). The main objective of this work is to propose a shear testing protocol for GFRP bars of various diameters by reducing the number of cutting blades of the shear testing device. Finally, the failure modes and the significance of stiffness are discussed.
dc.publisherAmerican Society of Civil Engineers
dc.titleTransverse Shear Testing of GFRP Bars with Reduced Cross Sections
dc.typeJournal Paper
dc.journal.volume22
dc.journal.issue5
dc.journal.titleJournal of Composites for Construction
dc.identifier.doi10.1061/(ASCE)CC.1943-5614.0000880
dc.page4018041
dc.treeJournal of Composites for Construction:;2018:;Volume ( 022 ):;issue: 005
dc.contenttypeFulltext


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