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contributor authorMathieu Robert
contributor authorBrahim Benmokrane
date accessioned2017-05-08T21:36:09Z
date available2017-05-08T21:36:09Z
date copyrightAugust 2010
date issued2010
identifier other%28asce%29cc%2E1943-5614%2E0000107.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57219
description abstractThis paper presents the physical, mechanical, and durability characterization of glass fiber-reinforced polymer (FRP) (GFRP) bars subjected to different tensile stress levels. FRP bars were first loaded at levels up to 20, 40, 60, and 80% of their ultimate tensile strength (UTS) which could create cracks and microcracks in the FRP bars and affect the long-term durability of the product. Microstructural observations were conducted on preloaded GFRP reinforcing bars to show the deterioration of fiber, matrix, and the fiber/matrix interface. Moisture absorption and tensile properties of loaded bars were also measured to estimate the potential effects of cracks and microcracks on durability-related properties and on short-term mechanical properties, respectively. Loaded bars were also embedded in a moist mortar at elevated temperature to perform accelerated aging. The measured tensile strengths of the loaded bars before and after exposure were considered as a measure of the durability performance of the specimens. Results showed that the GFRP bars start to be slightly affected by the tensile stress at 60% of the UTS. These results showed that the loading of GFRP bars did not have a dramatic effect on the durability of the bars even when a pronounced tensile stress, which was approximately 80% of the UTS, takes place.
publisherAmerican Society of Civil Engineers
titlePhysical, Mechanical, and Durability Characterization of Preloaded GFRP Reinforcing Bars
typeJournal Paper
journal volume14
journal issue4
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000104
treeJournal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 004
contenttypeFulltext


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