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    Design with Nonhomogeneous Materials—Part I: Pure Bending of Prismatic Bars

    Source: Journal of Vibration and Acoustics:;1987:;volume( 109 ):;issue: 001::page 82
    Author:
    V. K. Stokes
    DOI: 10.1115/1.3269399
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Because material properties vary from point to point in nonhomogeneous materials, there is some question as to what “properties” are measured in tests such as the tensile test, and how such “properties” can be used in the mechanical design process. In this paper, the mechanical response of nonhomogeneous prismatic bars in pure bending has been shown to depend on parameters that are strongly coupled combinations of geometry and material properties. The purely geometry based inertia tensor in homogeneous beam theory is replaced in the nonhomogeneous case by the rigidity tensor, which combines geometry and material properties. Interpretations for the average elastic moduli, which would be determined by tests on nonhomogeneous materials, have been explored. Also discussed is the usefulness of such average moduli for predicting the mechanical response of nonhomogeneous bars.
    keyword(s): Inertia (Mechanics) , Materials properties , Tensors , Design , Design engineering , Elastic moduli , Geometry AND Stiffness ,
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      Design with Nonhomogeneous Materials—Part I: Pure Bending of Prismatic Bars

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    http://yetl.yabesh.ir/yetl1/handle/yetl/103363
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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#82_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/103363
    description abstractBecause material properties vary from point to point in nonhomogeneous materials, there is some question as to what “properties” are measured in tests such as the tensile test, and how such “properties” can be used in the mechanical design process. In this paper, the mechanical response of nonhomogeneous prismatic bars in pure bending has been shown to depend on parameters that are strongly coupled combinations of geometry and material properties. The purely geometry based inertia tensor in homogeneous beam theory is replaced in the nonhomogeneous case by the rigidity tensor, which combines geometry and material properties. Interpretations for the average elastic moduli, which would be determined by tests on nonhomogeneous materials, have been explored. Also discussed is the usefulness of such average moduli for predicting the mechanical response of nonhomogeneous bars.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleDesign with Nonhomogeneous Materials—Part I: Pure Bending of Prismatic Bars
    typeJournal Paper
    journal volume109
    journal issue1
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.3269399
    journal fristpage82
    journal lastpage86
    identifier eissn1528-8927
    keywordsInertia (Mechanics)
    keywordsMaterials properties
    keywordsTensors
    keywordsDesign
    keywordsDesign engineering
    keywordsElastic moduli
    keywordsGeometry AND Stiffness
    treeJournal of Vibration and Acoustics:;1987:;volume( 109 ):;issue: 001
    contenttypeFulltext
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