Posttensioned Anchorage Zone Enhancement with Fiber-Reinforced Concrete

dc.contributor.author	Saif Haroon
dc.contributor.author	Nur Yazdani
dc.contributor.author	Kamal Tawfiq
dc.date.accessioned	2017-05-08T21:25:31Z
dc.date.available	2017-05-08T21:25:31Z
dc.date.copyright	September 2006
dc.date.issued	2006
dc.identifier.other	%28asce%291084-0702%282006%2911%3A5%28566%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/50954
dc.description.abstract	The 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
dc.publisher	American Society of Civil Engineers
dc.title	Posttensioned Anchorage Zone Enhancement with Fiber-Reinforced Concrete
dc.type	Journal Paper
dc.journal.volume	11
dc.journal.issue	5
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/(ASCE)1084-0702(2006)11:5(566)
dc.tree	Journal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 005
dc.contenttype	Fulltext