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    Review of Effects of Loading Rate on Reinforced Concrete

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 012
    Author:
    H. C. Fu
    ,
    M. A. Erki
    ,
    M. Seckin
    DOI: 10.1061/(ASCE)0733-9445(1991)117:12(3660)
    Publisher: American Society of Civil Engineers
    Abstract: A survey of the behavior of reinforced concrete subjected to dynamic loading is presented. Provisions for seismic design in current design codes have been developed on the basis of results obtained from static tests. Realistic methods of design should take into consideration the strain‐rate‐dependent properties of reinforced concrete in order to accurately predict the behavior of a reinforced concrete structure subjected to dynamic loads. The response of reinforced concrete materials and elements to different strain rates is reviewed and discussed. As rate of loading increases, concrete compressive strength, steel yield strength, and flexural capacity of reinforced concrete member also increase. The increase in flexural capacity of individual members as a result of high strain rates, if significant, may shift the failure mode of a structure from a preferred ductile manner to a less desirable brittle mode.
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      Review of Effects of Loading Rate on Reinforced Concrete

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    http://yetl.yabesh.ir/yetl1/handle/yetl/31030
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    contributor authorH. C. Fu
    contributor authorM. A. Erki
    contributor authorM. Seckin
    date accessioned2017-05-08T20:54:02Z
    date available2017-05-08T20:54:02Z
    date copyrightDecember 1991
    date issued1991
    identifier other%28asce%290733-9445%281991%29117%3A12%283660%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31030
    description abstractA survey of the behavior of reinforced concrete subjected to dynamic loading is presented. Provisions for seismic design in current design codes have been developed on the basis of results obtained from static tests. Realistic methods of design should take into consideration the strain‐rate‐dependent properties of reinforced concrete in order to accurately predict the behavior of a reinforced concrete structure subjected to dynamic loads. The response of reinforced concrete materials and elements to different strain rates is reviewed and discussed. As rate of loading increases, concrete compressive strength, steel yield strength, and flexural capacity of reinforced concrete member also increase. The increase in flexural capacity of individual members as a result of high strain rates, if significant, may shift the failure mode of a structure from a preferred ductile manner to a less desirable brittle mode.
    publisherAmerican Society of Civil Engineers
    titleReview of Effects of Loading Rate on Reinforced Concrete
    typeJournal Paper
    journal volume117
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1991)117:12(3660)
    treeJournal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 012
    contenttypeFulltext
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