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    Analytical Approximations to Large Hygrothermal Buckling Deformation of a Beam

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 004
    Author:
    Y. P. Yu
    ,
    C. W. Lim
    ,
    B. S. Wu
    DOI: 10.1061/(ASCE)0733-9445(2008)134:4(602)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents analytical approximate solutions for the geometrically nonlinear, large deformation postbuckling of a linear-elastic and hygrothermal beam with axially nonmovable pinned-pinned ends and subjected to a significant increase in swelling. The solution for the limiting case of a string is also obtained. Analytical approximations to large deformation of the beam are established by combining the Newton’s method with the method of harmonic balance. In contrast to the classical method of harmonic balance, the linearization is performed prior to proceeding with harmonic balancing, thus resulting in a set of linear algebraic equations instead of one of nonlinear algebraic equations. We are hence able to establish analytical approximate solutions. These approximate solutions show excellent agreement with the referenced solution obtained by the shooting method, and are valid for a small as well as a large angle of rotation at the end of the beam.
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      Analytical Approximations to Large Hygrothermal Buckling Deformation of a Beam

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    http://yetl.yabesh.ir/yetl1/handle/yetl/35221
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    • Journal of Structural Engineering

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    contributor authorY. P. Yu
    contributor authorC. W. Lim
    contributor authorB. S. Wu
    date accessioned2017-05-08T21:00:31Z
    date available2017-05-08T21:00:31Z
    date copyrightApril 2008
    date issued2008
    identifier other%28asce%290733-9445%282008%29134%3A4%28602%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35221
    description abstractThis paper presents analytical approximate solutions for the geometrically nonlinear, large deformation postbuckling of a linear-elastic and hygrothermal beam with axially nonmovable pinned-pinned ends and subjected to a significant increase in swelling. The solution for the limiting case of a string is also obtained. Analytical approximations to large deformation of the beam are established by combining the Newton’s method with the method of harmonic balance. In contrast to the classical method of harmonic balance, the linearization is performed prior to proceeding with harmonic balancing, thus resulting in a set of linear algebraic equations instead of one of nonlinear algebraic equations. We are hence able to establish analytical approximate solutions. These approximate solutions show excellent agreement with the referenced solution obtained by the shooting method, and are valid for a small as well as a large angle of rotation at the end of the beam.
    publisherAmerican Society of Civil Engineers
    titleAnalytical Approximations to Large Hygrothermal Buckling Deformation of a Beam
    typeJournal Paper
    journal volume134
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2008)134:4(602)
    treeJournal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 004
    contenttypeFulltext
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