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    Tests of Unstiffened Plate Elements Under Combined Compression and Bending

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 010
    Author:
    M. R. Bambach
    ,
    K. J. R. Rasmussen
    DOI: 10.1061/(ASCE)0733-9445(2004)130:10(1602)
    Publisher: American Society of Civil Engineers
    Abstract: Details of a dual-actuator rig developed for testing rectangular plates simply supported on three sides, with the remaining (longitudinal) edge free, under combined uniaxial compression and in-plane bending are presented. Particular attention is given to ensuring a constant strain eccentricity to the loaded ends, as opposed to a constant load eccentricity, in order to determine the postbuckling behavior and ultimate load and moment capacities of unstiffened thin-walled elements. Strain gradients varying from pure compression to pure bending are facilitated.
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      Tests of Unstiffened Plate Elements Under Combined Compression and Bending

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    http://yetl.yabesh.ir/yetl1/handle/yetl/34170
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    contributor authorM. R. Bambach
    contributor authorK. J. R. Rasmussen
    date accessioned2017-05-08T20:58:51Z
    date available2017-05-08T20:58:51Z
    date copyrightOctober 2004
    date issued2004
    identifier other%28asce%290733-9445%282004%29130%3A10%281602%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34170
    description abstractDetails of a dual-actuator rig developed for testing rectangular plates simply supported on three sides, with the remaining (longitudinal) edge free, under combined uniaxial compression and in-plane bending are presented. Particular attention is given to ensuring a constant strain eccentricity to the loaded ends, as opposed to a constant load eccentricity, in order to determine the postbuckling behavior and ultimate load and moment capacities of unstiffened thin-walled elements. Strain gradients varying from pure compression to pure bending are facilitated.
    publisherAmerican Society of Civil Engineers
    titleTests of Unstiffened Plate Elements Under Combined Compression and Bending
    typeJournal Paper
    journal volume130
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2004)130:10(1602)
    treeJournal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 010
    contenttypeFulltext
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