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contributor authorHwai-Chung Wu
contributor authorGongkang Fu
contributor authorRonald F. Gibson
contributor authorAn Yan
contributor authorKraig Warnemuende
contributor authorVijay Anumandla
date accessioned2017-05-08T21:25:30Z
date available2017-05-08T21:25:30Z
date copyrightJuly 2006
date issued2006
identifier other%28asce%291084-0702%282006%2911%3A4%28443%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50938
description abstractFiber-reinforced polymer (FRP) composites, especially lightweight sandwich structures, are rapidly finding their way into civil infrastructure application. FRP composite panels are particularly attractive as bridge deck systems due to their high strength, low density, and durability, which are of importance to the bridge industry. Most of the vast amount of durability data for FRP has been generated for aerospace and automotive applications, which involve very different service conditions than civil infrastructure. For civil engineering applications, it is essential to examine the durability performance of FRP materials under weathering conditions. The ultimate goal of this research is to develop a reliable framework for durability assessment of FRP decks, including laboratory testing procedure and finite-element simulation capability. Such a framework should be applicable to all types of FRP deck construction. In this paper, specimens of typical FRP bridge deck skin materials are subjected to freeze-thaw cycling between 4.4 and
publisherAmerican Society of Civil Engineers
titleDurability of FRP Composite Bridge Deck Materials under Freeze-Thaw and Low Temperature Conditions
typeJournal Paper
journal volume11
journal issue4
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)1084-0702(2006)11:4(443)
treeJournal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 004
contenttypeFulltext


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