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    Beam Bending Solutions Based on Nonlocal Timoshenko Beam Theory

    Source: Journal of Engineering Mechanics:;2008:;Volume ( 134 ):;issue: 006
    Author:
    C. M. Wang
    ,
    S. Kitipornchai
    ,
    C. W. Lim
    ,
    M. Eisenberger
    DOI: 10.1061/(ASCE)0733-9399(2008)134:6(475)
    Publisher: American Society of Civil Engineers
    Abstract: This paper is concerned with the bending problem of micro- and nanobeams based on the Eringen nonlocal elasticity theory and Timoshenko beam theory. In the former theory, the small-scale effect is taken into consideration while the effect of transverse shear deformation is accounted for in the latter theory. The governing equations and the boundary conditions are derived using the principle of virtual work. General solutions for the deflection, rotation, and stress resultants are presented for transversely loaded beams. In addition, specialized bending solutions are given for beams with various end conditions. These solutions account for a better representation of the bending behavior of short, stubby, micro- and nanobeams where the small-scale effect and transverse shear deformation are significant. Considering particular loading and boundary conditions, the effects of small-scale and shear deformation on the bending results may be observed because of the analytical forms of the solutions.
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      Beam Bending Solutions Based on Nonlocal Timoshenko Beam Theory

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    https://yetl.yabesh.ir/yetl1/handle/yetl/86568
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    • Journal of Engineering Mechanics

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    contributor authorC. M. Wang
    contributor authorS. Kitipornchai
    contributor authorC. W. Lim
    contributor authorM. Eisenberger
    date accessioned2017-05-08T22:41:22Z
    date available2017-05-08T22:41:22Z
    date copyrightJune 2008
    date issued2008
    identifier other%28asce%290733-9399%282008%29134%3A6%28475%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86568
    description abstractThis paper is concerned with the bending problem of micro- and nanobeams based on the Eringen nonlocal elasticity theory and Timoshenko beam theory. In the former theory, the small-scale effect is taken into consideration while the effect of transverse shear deformation is accounted for in the latter theory. The governing equations and the boundary conditions are derived using the principle of virtual work. General solutions for the deflection, rotation, and stress resultants are presented for transversely loaded beams. In addition, specialized bending solutions are given for beams with various end conditions. These solutions account for a better representation of the bending behavior of short, stubby, micro- and nanobeams where the small-scale effect and transverse shear deformation are significant. Considering particular loading and boundary conditions, the effects of small-scale and shear deformation on the bending results may be observed because of the analytical forms of the solutions.
    publisherAmerican Society of Civil Engineers
    titleBeam Bending Solutions Based on Nonlocal Timoshenko Beam Theory
    typeJournal Paper
    journal volume134
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2008)134:6(475)
    treeJournal of Engineering Mechanics:;2008:;Volume ( 134 ):;issue: 006
    contenttypeFulltext
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