Show simple item record

dc.contributor.authorFabio Matta
dc.contributor.authorAntonio Nanni
dc.date.accessioned2017-05-08T21:25:50Z
dc.date.available2017-05-08T21:25:50Z
dc.date.copyrightJanuary 2009
dc.date.issued2009
dc.identifier.other%28asce%291084-0702%282009%2914%3A1%2866%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/51172
dc.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
dc.publisherAmerican Society of Civil Engineers
dc.titleConnection of Concrete Railing Post and Bridge Deck with Internal FRP Reinforcement
dc.typeJournal Paper
dc.journal.volume14
dc.journal.issue1
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)1084-0702(2009)14:1(66)
dc.treeJournal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 001
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record