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contributor authorH. O. Shin
contributor authorY. S. Yoon
contributor authorS. H. Lee
contributor authorW. D. Cook
contributor authorD. Mitchell
date accessioned2017-05-08T22:16:12Z
date available2017-05-08T22:16:12Z
date copyrightApril 2015
date issued2015
identifier other40041370.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/75701
description abstractThis study investigates the effect of the volume fraction of steel fibers on the axial load response of 200 MPa ultrahigh-strength concrete (UHSC) columns. Behavioral aspects investigated include strength, ductility, and delay and control of brittle concrete cover spalling. In addition, the influence of the amount of transverse reinforcement and the combined effect of transverse reinforcement and steel fibers on the postpeak behavior of the 200 MPa UHSC columns were investigated. Two series of columns, having different amounts of transverse reinforcement,
publisherAmerican Society of Civil Engineers
titleEffect of Steel Fibers on the Performance of Ultrahigh-Strength Concrete Columns
typeJournal Paper
journal volume27
journal issue4
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0001091
treeJournal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 004
contenttypeFulltext


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