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    Shear Behavior of SCC Beams with Different Coarse-to-Fine Aggregate Ratios and Coarse Aggregate Types

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 011
    Author:
    Assem A. A. Hassan
    ,
    Mohamed K. Ismail
    ,
    Justin Mayo
    DOI: 10.1061/(ASCE)MT.1943-5533.0001276
    Publisher: American Society of Civil Engineers
    Abstract: The effect of mixture composition and coarse aggregate density on the shear strength and cracking behavior of self-consolidating concrete (SCC) beams are presented in this study. The experimental test parameters included coarse/fine (
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      Shear Behavior of SCC Beams with Different Coarse-to-Fine Aggregate Ratios and Coarse Aggregate Types

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    http://yetl.yabesh.ir/yetl1/handle/yetl/80760
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    contributor authorAssem A. A. Hassan
    contributor authorMohamed K. Ismail
    contributor authorJustin Mayo
    date accessioned2017-05-08T22:26:47Z
    date available2017-05-08T22:26:47Z
    date copyrightNovember 2015
    date issued2015
    identifier other45289986.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80760
    description abstractThe effect of mixture composition and coarse aggregate density on the shear strength and cracking behavior of self-consolidating concrete (SCC) beams are presented in this study. The experimental test parameters included coarse/fine (
    publisherAmerican Society of Civil Engineers
    titleShear Behavior of SCC Beams with Different Coarse-to-Fine Aggregate Ratios and Coarse Aggregate Types
    typeJournal Paper
    journal volume27
    journal issue11
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001276
    treeJournal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 011
    contenttypeFulltext
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