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contributor authorM. H. Harajli
contributor authorO. Gharzeddine
date accessioned2017-05-08T21:18:11Z
date available2017-05-08T21:18:11Z
date copyrightOctober 2007
date issued2007
identifier other%28asce%290899-1561%282007%2919%3A10%28864%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46235
description abstractThis study concentrates on experimental evaluation of the effect of fiber reinforcement on the bond response of steel bars under load reversals. Beam specimens with symmetrical spliced top and bottom steel bars were used in the investigation. The specimens were designed to experience splitting mode of bond failure. The test variables included the diameter of the spliced reinforcement
publisherAmerican Society of Civil Engineers
titleEffect of Steel Fibers on Bond Performance of Steel Bars in NSC and HSC under Load Reversals
typeJournal Paper
journal volume19
journal issue10
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2007)19:10(864)
treeJournal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 010
contenttypeFulltext


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