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    Cyclic Loading of Spirally Reinforced Concrete

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 007
    Author:
    Snrendra P. Shah
    ,
    Apostolos Fafitis
    ,
    Richard Arnold
    DOI: 10.1061/(ASCE)0733-9445(1983)109:7(1695)
    Publisher: American Society of Civil Engineers
    Abstract: The concept of the envelope curve which was based primarily on plain concrete is extended to confined concrete subjected to cyclic loading. Spirally confined normal weight and light weight concrete specimens were subjected to stress and strain cycling loadings at low as well as high strain rates. Analytical expressions were developed to predict the envelope curve as well as the peak strength and the corresponding strain. All analytical expressions are functions of plain concrete strength
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      Cyclic Loading of Spirally Reinforced Concrete

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/29045
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    contributor authorSnrendra P. Shah
    contributor authorApostolos Fafitis
    contributor authorRichard Arnold
    date accessioned2017-05-08T20:50:44Z
    date available2017-05-08T20:50:44Z
    date copyrightJuly 1983
    date issued1983
    identifier other%28asce%290733-9445%281983%29109%3A7%281695%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29045
    description abstractThe concept of the envelope curve which was based primarily on plain concrete is extended to confined concrete subjected to cyclic loading. Spirally confined normal weight and light weight concrete specimens were subjected to stress and strain cycling loadings at low as well as high strain rates. Analytical expressions were developed to predict the envelope curve as well as the peak strength and the corresponding strain. All analytical expressions are functions of plain concrete strength
    publisherAmerican Society of Civil Engineers
    titleCyclic Loading of Spirally Reinforced Concrete
    typeJournal Paper
    journal volume109
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1983)109:7(1695)
    treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 007
    contenttypeFulltext
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