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contributor authorRaouf Boles
contributor authorMark Nelson
contributor authorAmir Fam
date accessioned2017-05-08T22:35:25Z
date available2017-05-08T22:35:25Z
date copyrightAugust 2015
date issued2015
identifier other50845713.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83189
description abstractThis study examines the effect of aggressive freeze-thaw (FT) cyclic exposure on strength and integrity of bridge decks built using glass fiber-reinforced polymer (GFRP) stay-in-place (SIP) structural forms that completely replace the bottom rebar layers. The concern has been whether entrapped moisture may cause
publisherAmerican Society of Civil Engineers
titleDurability of Bridge Deck with FRP Stay-in-Place Structural Forms under Freeze-Thaw Cycles
typeJournal Paper
journal volume19
journal issue4
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000531
treeJournal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 004
contenttypeFulltext


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