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    Plastic Hinge Rotation Capacity of Reinforced HPFRCC Beams

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 002
    Author:
    Ali Hemmati
    ,
    Ali Kheyroddin
    ,
    Mohammad Kazem Sharbatdar
    DOI: 10.1061/(ASCE)ST.1943-541X.0000858
    Publisher: American Society of Civil Engineers
    Abstract: High performance fiber reinforced cementitious composite (HPFRCC) materials exhibit strain hardening behavior under tensile loading. This strain hardening response occurs after the first cracking of the material. In this paper, experimental and parametric studies were conducted to assess the influence of the compressive strength, loading type, and tension reinforcement ratio (
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      Plastic Hinge Rotation Capacity of Reinforced HPFRCC Beams

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    http://yetl.yabesh.ir/yetl1/handle/yetl/68796
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    contributor authorAli Hemmati
    contributor authorAli Kheyroddin
    contributor authorMohammad Kazem Sharbatdar
    date accessioned2017-05-08T22:00:57Z
    date available2017-05-08T22:00:57Z
    date copyrightFebruary 2015
    date issued2015
    identifier other%28asce%29st%2E1943-541x%2E0000902.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68796
    description abstractHigh performance fiber reinforced cementitious composite (HPFRCC) materials exhibit strain hardening behavior under tensile loading. This strain hardening response occurs after the first cracking of the material. In this paper, experimental and parametric studies were conducted to assess the influence of the compressive strength, loading type, and tension reinforcement ratio (
    publisherAmerican Society of Civil Engineers
    titlePlastic Hinge Rotation Capacity of Reinforced HPFRCC Beams
    typeJournal Paper
    journal volume141
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000858
    treeJournal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 002
    contenttypeFulltext
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