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contributor authorT. S. Lok
contributor authorP. J. Zhao
date accessioned2017-05-08T21:17:37Z
date available2017-05-08T21:17:37Z
date copyrightFebruary 2004
date issued2004
identifier other%28asce%290899-1561%282004%2916%3A1%2854%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45910
description abstractThe uniaxial compressive response of steel fiber-reinforced concrete (SFRC) subjected to high strain rate loading is presented. Details of an experimental investigation using a 75-mm-diameter split Hopkinson pressure bar (SHPB) are outlined. The investigation focuses on recorded data and results in distinguishing the strain rate that mobilizes ductility of steel fiber reinforced concrete. SFRC specimens with relatively high static compressive strength were tested at strain rates between about 20 and
publisherAmerican Society of Civil Engineers
titleImpact Response of Steel Fiber-Reinforced Concrete Using a Split Hopkinson Pressure Bar
typeJournal Paper
journal volume16
journal issue1
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2004)16:1(54)
treeJournal of Materials in Civil Engineering:;2004:;Volume ( 016 ):;issue: 001
contenttypeFulltext


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