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contributor authorBaidar Bakht
contributor authorGeorge Al-Bazi
contributor authorNemy Banthia
contributor authorMoe Cheung
contributor authorMarie-Anne Erki
contributor authorMartin Faoro
contributor authorAtsuhiko Machida
contributor authorAftab A. Mufti
contributor authorKenneth W. Neale
contributor authorGamil Tadros
date accessioned2017-05-08T21:30:22Z
date available2017-05-08T21:30:22Z
date copyrightFebruary 2000
date issued2000
identifier other%28asce%291090-0268%282000%294%3A1%283%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54048
description abstractThis paper presents a synthesis of the design provisions of the Canadian Highway Bridge Design Code for fiber-reinforced structures. These include structures reinforced with fiber-reinforced polymer and fiber-reinforced concrete (FRC). The provisions apply to fully, or partially, prestressed concrete beams and slabs, non-prestressed concrete beams, slabs, and deck slabs, FRC deck slabs of slab-on-girder bridges, stressed wood decks, and barrier walls. Test methods to confirm the tensile strength of fiber-reinforced polymer and the postcracking strength of FRC are given.
publisherAmerican Society of Civil Engineers
titleCanadian Bridge Design Code Provisions for Fiber-Reinforced Structures
typeJournal Paper
journal volume4
journal issue1
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)1090-0268(2000)4:1(3)
treeJournal of Composites for Construction:;2000:;Volume ( 004 ):;issue: 001
contenttypeFulltext


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