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    Axially Loaded Concrete-Filled Steel Tubes

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 010
    Author:
    Stephen P. Schneider
    DOI: 10.1061/(ASCE)0733-9445(1998)124:10(1125)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an experimental and analytical study on the behavior of short, concrete-filled steel tube columns concentrically loaded in compression to failure. Fourteen specimens were tested to investigate the effect of the steel tube shape and wall thickness on the ultimate strength of the composite column. Confinement of the concrete core provided by the tube shape was also addressed. Depth-to-tube wall thickness ratios between 17 <
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      Axially Loaded Concrete-Filled Steel Tubes

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    contributor authorStephen P. Schneider
    date accessioned2017-05-08T20:56:55Z
    date available2017-05-08T20:56:55Z
    date copyrightOctober 1998
    date issued1998
    identifier other%28asce%290733-9445%281998%29124%3A10%281125%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32855
    description abstractThis paper presents an experimental and analytical study on the behavior of short, concrete-filled steel tube columns concentrically loaded in compression to failure. Fourteen specimens were tested to investigate the effect of the steel tube shape and wall thickness on the ultimate strength of the composite column. Confinement of the concrete core provided by the tube shape was also addressed. Depth-to-tube wall thickness ratios between 17 <
    publisherAmerican Society of Civil Engineers
    titleAxially Loaded Concrete-Filled Steel Tubes
    typeJournal Paper
    journal volume124
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1998)124:10(1125)
    treeJournal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 010
    contenttypeFulltext
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