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contributor authorMichael D. Hayes
contributor authorDon Ohanehi
contributor authorJohn J. Lesko
contributor authorThomas E. Cousins
contributor authorDan Witcher
date accessioned2017-05-08T21:30:23Z
date available2017-05-08T21:30:23Z
date copyrightMay 2000
date issued2000
identifier other%28asce%291090-0268%282000%294%3A2%2848%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54054
description abstractA composite bridge deck system assembled from glass/polyester pultruded components has been developed. This system utilizes square tubes running transverse to the traffic direction, mechanically fastened and bonded together, and flat cover plates bonded to the tubes with an epoxy adhesive and through-anchored to the deck support structure using mechanical connectors. A 4.27 × 1.22 m section of the deck system integrally connected to the superstructure at a 1.2 m girder spacing was tested to failure under a single patch loading. The results indicate a factor of safety of 4 on strength and a deflection-to-span ratio of about L/300. Another section of the deck was fatigued to 3,000,000 cycles under service loading at a load ratio of
publisherAmerican Society of Civil Engineers
titlePerformance of Tube and Plate Fiberglass Composite Bridge Deck
typeJournal Paper
journal volume4
journal issue2
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)1090-0268(2000)4:2(48)
treeJournal of Composites for Construction:;2000:;Volume ( 004 ):;issue: 002
contenttypeFulltext


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