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contributor authorHai H. Dinh
contributor authorGustavo J. Parra-Montesinos
contributor authorJames K. Wight
date accessioned2017-05-08T21:59:25Z
date available2017-05-08T21:59:25Z
date copyrightOctober 2011
date issued2011
identifier other%28asce%29st%2E1943-541x%2E0000403.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68263
description abstractA simple model is presented to estimate the shear strength of steel fiber reinforced concrete (FRC) beams without stirrup reinforcement. The model was developed on the basis of observations from tests of 27 large-scale beams under monotonically increased concentrated loading. Three types of hooked steel fibers were evaluated in volume fractions ranging between 0.75% (
publisherAmerican Society of Civil Engineers
titleShear Strength Model for Steel Fiber Reinforced Concrete Beams without Stirrup Reinforcement
typeJournal Paper
journal volume137
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0000362
treeJournal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 010
contenttypeFulltext


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