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    Effect of Axial Compressibility on Buckling of Columns

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 003
    Author:
    Charles W. Bert
    DOI: 10.1061/(ASCE)0733-9399(1990)116:3(728)
    Publisher: American Society of Civil Engineers
    Abstract: Using the Trefftz initial-stress theory of prestressed solids and applying Hamilton's principle, the governing equation is obtained for small-deflection instability of a column with finite axial compressibility. The equation is solved to obtain an expression for the buckling load, and this equation is compared with those of an existing theory due to Grammel and classical Euler column theory.
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      Effect of Axial Compressibility on Buckling of Columns

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    http://yetl.yabesh.ir/yetl1/handle/yetl/82119
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    contributor authorCharles W. Bert
    date accessioned2017-05-08T22:31:54Z
    date available2017-05-08T22:31:54Z
    date copyrightMarch 1990
    date issued1990
    identifier other%28asce%290733-9399%281990%29116%3A3%28728%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82119
    description abstractUsing the Trefftz initial-stress theory of prestressed solids and applying Hamilton's principle, the governing equation is obtained for small-deflection instability of a column with finite axial compressibility. The equation is solved to obtain an expression for the buckling load, and this equation is compared with those of an existing theory due to Grammel and classical Euler column theory.
    publisherAmerican Society of Civil Engineers
    titleEffect of Axial Compressibility on Buckling of Columns
    typeJournal Paper
    journal volume116
    journal issue3
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1990)116:3(728)
    treeJournal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 003
    contenttypeFulltext
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