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    Effect of Steel Fibers on Bond Performance of Steel Bars in NSC and HSC under Load Reversals

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 010
    Author:
    M. H. Harajli
    ,
    O. Gharzeddine
    DOI: 10.1061/(ASCE)0899-1561(2007)19:10(864)
    Publisher: American Society of Civil Engineers
    Abstract: This 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
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      Effect of Steel Fibers on Bond Performance of Steel Bars in NSC and HSC under Load Reversals

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    http://yetl.yabesh.ir/yetl1/handle/yetl/46235
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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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