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contributor authorFabio Matta
contributor authorAntonio Nanni
date accessioned2017-05-08T21:25:50Z
date available2017-05-08T21:25:50Z
date copyrightJanuary 2009
date issued2009
identifier other%28asce%291084-0702%282009%2914%3A1%2866%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51172
description abstractThe use of fiber-reinforced polymer (FRP) reinforcement is a practical alternative to conventional steel bars in concrete bridge decks, safety appurtenances, and connections thereof, as it eliminates corrosion of the steel reinforcement. Due to their tailorability and light weight, FRP materials also lend themselves to the development of prefabricated systems that improve constructability and speed of installation. These advantages have been demonstrated in the construction of an off-system bridge, where prefabricated cages of glass FRP bars were used for the open-post railings. This paper presents the results of full-scale static tests on two candidate post–deck connections to assess compliance with strength criteria at the component (connection) level, as mandated by the
publisherAmerican Society of Civil Engineers
titleConnection of Concrete Railing Post and Bridge Deck with Internal FRP Reinforcement
typeJournal Paper
journal volume14
journal issue1
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)1084-0702(2009)14:1(66)
treeJournal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 001
contenttypeFulltext


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