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contributor authorSaif Haroon
contributor authorNur Yazdani
contributor authorKamal Tawfiq
date accessioned2017-05-08T21:25:31Z
date available2017-05-08T21:25:31Z
date copyrightSeptember 2006
date issued2006
identifier other%28asce%291084-0702%282006%2911%3A5%28566%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50954
description abstractThe secondary spiral and skin reinforcement in the anchorage zone of prestressed posttensioned girders causes congestion and poses difficulty in the placement of concrete. It is also labor intensive to produce and place secondary anchorage reinforcement. The objective of this study was to determine the feasibility of reducing the secondary reinforcement with steel fibers for posttensioned anchor zones. The AASHTO Special Anchorage Device Acceptance Test was performed in this study. Variations of spiral and skin reinforcement, with concrete strengths ranging from
publisherAmerican Society of Civil Engineers
titlePosttensioned Anchorage Zone Enhancement with Fiber-Reinforced Concrete
typeJournal Paper
journal volume11
journal issue5
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)1084-0702(2006)11:5(566)
treeJournal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 005
contenttypeFulltext


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