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contributor authorMathieu Robert
contributor authorBrahim Benmokrane
date accessioned2017-05-08T21:36:08Z
date available2017-05-08T21:36:08Z
date copyrightAugust 2010
date issued2010
identifier other%28asce%29cc%2E1943-5614%2E0000095.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57207
description abstractCorrosion of steel reinforced concrete members has stimulated the research on fiber-reinforced polymers (FRP) to be used as an internal reinforcement for concrete structures. The behavior of glass fiber-reinforced polymer (GFRP) reinforcing bars subjected to extreme temperatures is very critical for applications in North America, especially in Canada. There is a high demand for experimental studies to investigate the thermal stability of strength, along with the ultimate elongation, and modulus of GFRP bars. This paper evaluates the variation of mechanical properties of sand-coated GFRP reinforcing bars subjected to low temperatures (ranging from 0 to
publisherAmerican Society of Civil Engineers
titleBehavior of GFRP Reinforcing Bars Subjected to Extreme Temperatures
typeJournal Paper
journal volume14
journal issue4
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000092
treeJournal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 004
contenttypeFulltext


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