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dc.contributor.authorMario
dc.contributor.authorMongiardini
dc.contributor.authorRonald K.
dc.contributor.authorFaller
dc.contributor.authorJohn D.
dc.contributor.authorReid
dc.contributor.authorDave
dc.contributor.authorMeggers
dc.contributor.authorMoni G.
dc.contributor.authorEl-Aasar
dc.contributor.authorJerry D.
dc.contributor.authorPlunkett
dc.date.accessioned2017-05-08T21:35:31Z
dc.date.available2017-05-08T21:35:31Z
dc.date.copyrightNovember 2013
dc.date.issued2013
dc.identifier.other%28asce%29be%2E1943-5592%2E0000409.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/56955
dc.description.abstractFiber-reinforced polymer (FRP) composite materials can be used for the fabrication of lightweight, corrosion-resistant honeycomb sandwich panels, representing a convenient and economical alternative to traditional steel RC for bridge decks. Composite panels are particularly advantageous for the construction of temporary bridge structures in terms of both ease of construction and reusability of panels. Although FRP sandwich panels have been considered for the construction of bridge decks, no barrier system has been developed and crash tested for use with this specific type of deck. The objective of this research project was to develop a crashworthy concrete barrier system for use with temporary FRP composite bridge decks. Upon failure of a full-scale crash test with a New Jersey concrete safety shape barrier, an accurate analysis of the potential problems led to a series of design modifications to the barrier as well as to the attachment between the composite deck and both the bridge structure and the barrier. The second design, which used a vertical-faced barrier, was successfully crash tested according to Test-Level 3 impact safety standards set forth in the AASHTO
dc.publisherAmerican Society of Civil Engineers
dc.titleDesign and Testing of a Concrete Safety Barrier for Use on a Temporary FRP Composite Bridge Deck
dc.typeJournal Paper
dc.journal.volume18
dc.journal.issue11
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)BE.1943-5592.0000407
dc.treeJournal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 011
dc.contenttypeFulltext


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