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    Design with Nonhomogeneous Materials—Part III: Shear Effects in the Bending of Thin-Walled Prismatic Beams

    Source: Journal of Vibration and Acoustics:;1987:;volume( 109 ):;issue: 001::page 92
    Author:
    V. K. Stokes
    DOI: 10.1115/1.3269402
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A simple theory, in which longitudinal and shear strains are not coupled, has been developed to account for shear effects in the bending of thin-walled nonhomogeneous prismatic beams. This extends the analysis for the pure bending of nonhomogeneous beams, for which the results are known to depend on average “elastic moduli” that are strongly coupled combinations of geometry and material properties. It is shown that shear effects can be analyzed without defining additional average moduli. This theory has been used for determining the shear centers of thin-walled sections.
    keyword(s): Shear (Mechanics) , Design , Elastic moduli , Geometry AND Materials properties ,
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      Design with Nonhomogeneous Materials—Part III: Shear Effects in the Bending of Thin-Walled Prismatic Beams

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    http://yetl.yabesh.ir/yetl1/handle/yetl/103365
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    contributor authorV. K. Stokes
    date accessioned2017-05-08T23:26:16Z
    date available2017-05-08T23:26:16Z
    date copyrightJanuary, 1987
    date issued1987
    identifier issn1048-9002
    identifier otherJVACEK-28972#92_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/103365
    description abstractA simple theory, in which longitudinal and shear strains are not coupled, has been developed to account for shear effects in the bending of thin-walled nonhomogeneous prismatic beams. This extends the analysis for the pure bending of nonhomogeneous beams, for which the results are known to depend on average “elastic moduli” that are strongly coupled combinations of geometry and material properties. It is shown that shear effects can be analyzed without defining additional average moduli. This theory has been used for determining the shear centers of thin-walled sections.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleDesign with Nonhomogeneous Materials—Part III: Shear Effects in the Bending of Thin-Walled Prismatic Beams
    typeJournal Paper
    journal volume109
    journal issue1
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.3269402
    journal fristpage92
    journal lastpage96
    identifier eissn1528-8927
    keywordsShear (Mechanics)
    keywordsDesign
    keywordsElastic moduli
    keywordsGeometry AND Materials properties
    treeJournal of Vibration and Acoustics:;1987:;volume( 109 ):;issue: 001
    contenttypeFulltext
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