Testing, Analysis, and Evaluation of a GFRP Deck on Steel Girders

dc.contributor.author	William B. Stiller
dc.contributor.author	Janos Gergely
dc.contributor.author	Rodger Rochelle
dc.date.accessioned	2017-05-08T21:25:30Z
dc.date.available	2017-05-08T21:25:30Z
dc.date.copyright	July 2006
dc.date.issued	2006
dc.identifier.other	%28asce%291084-0702%282006%2911%3A4%28394%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/50933
dc.description.abstract	North Carolina has recently installed a fiber-reinforced polymer (FRP) deck on steel girders at a site in Union County. The bridge was instrumented with foil strain gauges, strain transducers, and displacement transducers. The bridge was then tested with a simulated MS-22.5 design load. Experimental data confirmed full composite interaction between the girders and the FRP deck panels. The neutral axis was measured to be
dc.publisher	American Society of Civil Engineers
dc.title	Testing, Analysis, and Evaluation of a GFRP Deck on Steel Girders
dc.type	Journal Paper
dc.journal.volume	11
dc.journal.issue	4
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/(ASCE)1084-0702(2006)11:4(394)
dc.tree	Journal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 004
dc.contenttype	Fulltext