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    Stress-Strain Curves for High Strength Concrete at Elevated Temperatures

    Source: Journal of Materials in Civil Engineering:;2004:;Volume ( 016 ):;issue: 001
    Author:
    Fu-Ping Cheng
    ,
    V. K. R. Kodur
    ,
    Tien-Chih Wang
    DOI: 10.1061/(ASCE)0899-1561(2004)16:1(84)
    Publisher: American Society of Civil Engineers
    Abstract: The effects of high temperature on the strength and stress-strain relationship of high strength concrete (HSC) were investigated. Stress-strain curve tests were conducted at various temperatures (20, 100, 200, 400, 600, and
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      Stress-Strain Curves for High Strength Concrete at Elevated Temperatures

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/45915
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    contributor authorFu-Ping Cheng
    contributor authorV. K. R. Kodur
    contributor authorTien-Chih Wang
    date accessioned2017-05-08T21:17:37Z
    date available2017-05-08T21:17:37Z
    date copyrightFebruary 2004
    date issued2004
    identifier other%28asce%290899-1561%282004%2916%3A1%2884%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45915
    description abstractThe effects of high temperature on the strength and stress-strain relationship of high strength concrete (HSC) were investigated. Stress-strain curve tests were conducted at various temperatures (20, 100, 200, 400, 600, and
    publisherAmerican Society of Civil Engineers
    titleStress-Strain Curves for High Strength Concrete at Elevated Temperatures
    typeJournal Paper
    journal volume16
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2004)16:1(84)
    treeJournal of Materials in Civil Engineering:;2004:;Volume ( 016 ):;issue: 001
    contenttypeFulltext
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