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contributor authorBrahim Benmokrane
contributor authorClaude Nazair
contributor authorXavier Seynave
contributor authorAllan Manalo
date accessioned2017-12-30T13:04:57Z
date available2017-12-30T13:04:57Z
date issued2017
identifier other%28ASCE%29CC.1943-5614.0000819.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245428
description abstractThe standards ASTM D7205/D7205M-06 and CSA S806 contain the commonly used test methods for characterizing the tensile properties of glass fiber–reinforced polymer (GFRP) bars for use as reinforcement in concrete structures. These standards, however, use different anchor dimensions and loading rates, thereby possibly yielding different properties for the same type of fiber-reinforced polymer (FRP) bars. This paper assessed the results of a four-laboratory testing program comparing the sample preparation methods and test results according to ASTM D7205 and CSA S806. Each laboratory tested at least 10 samples prepared according to the recommendations in Annex A of the ASTM standard and Annex B of the Canadian Standards Association (CSA) standard. Each type of sample was prepared by a single laboratory to minimize variation among the test specimens. The results show a statistically significant difference between the tensile strength measured by using the CSA and ASTM provisions. Regardless of specimen preparation, the modulus of elasticity of the GFRP bars was the same with both test standards, but the ASTM standard returned a wider variation than did the CSA.
publisherAmerican Society of Civil Engineers
titleComparison between ASTM D7205 and CSA S806 Tensile-Testing Methods for Glass Fiber–Reinforced Polymer Bars
typeJournal Paper
journal volume21
journal issue5
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000819
page04017038
treeJournal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 005
contenttypeFulltext


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