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contributor authorRangachari Narayanan
contributor authorAram Sana Kareem‐Palanjian
date accessioned2017-05-08T20:51:47Z
date available2017-05-08T20:51:47Z
date copyrightJanuary 1986
date issued1986
identifier other%28asce%290733-9445%281986%29112%3A1%2853%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29665
description abstractAn experimental investigation carried out to assess the effect of incorporating steel fibers on the torsional behavior of conventionally reinforced beams is reported. The study involved testing 24 beams, with partial or full replacement of longitudinal steel reinforcement and/or stirrups by an equivalent volume fraction of steel fibers. The tests revealed that the loads on first cracking observed on fiber‐reinforced beams were substantially higher than those obtained in similar beams with conventional reinforcement. Increases of up to 60% in the torsional capacity of beams were observed, when the stirrups were partially or fully replaced by an equivalent volume fraction of fibers.
publisherAmerican Society of Civil Engineers
titleTorsion in Beams Reinforced with Bars and Fibers
typeJournal Paper
journal volume112
journal issue1
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1986)112:1(53)
treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 001
contenttypeFulltext


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