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    Approximation of the Strain Field Associated With an Inhomogeneous Precipitate—Part 2: The Cuboidal Inhomogeneity

    Source: Journal of Applied Mechanics:;1980:;volume( 047 ):;issue: 004::page 781
    Author:
    W. C. Johnson
    ,
    Y. Y. Earmme
    ,
    J. K. Lee
    DOI: 10.1115/1.3153790
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The modified equivalency and integral equation methods for determination of the constrained strain field associated with a precipitate that has undergone a dilatational stress-free transformation strain as developed in Part 1, are applied to the case of a cuboidal inhomogeneity within an isotropic matrix. Agreement between the two methods is good for small and moderate differences in the shear moduli between precipitate and matrix. For large differences in the shear moduli, some divergence is observed in that fluctuations in the constrained strain field become quite pronounced near the cube edge and corner when considering the integral equation method. Although some error is inevitable due to the cutoff of higher-order terms in the Taylor series expansion, the modified equivalency method yields fair results under such circumstances. With the latter method, the constrained strain field of a cuboid is analyzed as a function of position and orientation. Although the strain field behaves as expected in the central regions of the cube in that the harder the precipitate the larger the constrained strain, its behavior becomes complicated as the precipitate-matrix interface is approached, demonstrating a strong dependency on precipitate rigidity. As a result, the dilatation in the inhomogeneous cuboidal precipitate is found not to be a constant as contrasted with the homogeneous case.
    keyword(s): Approximation , Integral equations , Shear (Mechanics) , Corners (Structural elements) , Stress , Fluctuations (Physics) , Stiffness AND Errors ,
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      Approximation of the Strain Field Associated With an Inhomogeneous Precipitate—Part 2: The Cuboidal Inhomogeneity

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    http://yetl.yabesh.ir/yetl1/handle/yetl/92751
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    contributor authorW. C. Johnson
    contributor authorY. Y. Earmme
    contributor authorJ. K. Lee
    date accessioned2017-05-08T23:07:46Z
    date available2017-05-08T23:07:46Z
    date copyrightDecember, 1980
    date issued1980
    identifier issn0021-8936
    identifier otherJAMCAV-26159#781_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/92751
    description abstractThe modified equivalency and integral equation methods for determination of the constrained strain field associated with a precipitate that has undergone a dilatational stress-free transformation strain as developed in Part 1, are applied to the case of a cuboidal inhomogeneity within an isotropic matrix. Agreement between the two methods is good for small and moderate differences in the shear moduli between precipitate and matrix. For large differences in the shear moduli, some divergence is observed in that fluctuations in the constrained strain field become quite pronounced near the cube edge and corner when considering the integral equation method. Although some error is inevitable due to the cutoff of higher-order terms in the Taylor series expansion, the modified equivalency method yields fair results under such circumstances. With the latter method, the constrained strain field of a cuboid is analyzed as a function of position and orientation. Although the strain field behaves as expected in the central regions of the cube in that the harder the precipitate the larger the constrained strain, its behavior becomes complicated as the precipitate-matrix interface is approached, demonstrating a strong dependency on precipitate rigidity. As a result, the dilatation in the inhomogeneous cuboidal precipitate is found not to be a constant as contrasted with the homogeneous case.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleApproximation of the Strain Field Associated With an Inhomogeneous Precipitate—Part 2: The Cuboidal Inhomogeneity
    typeJournal Paper
    journal volume47
    journal issue4
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3153790
    journal fristpage781
    journal lastpage788
    identifier eissn1528-9036
    keywordsApproximation
    keywordsIntegral equations
    keywordsShear (Mechanics)
    keywordsCorners (Structural elements)
    keywordsStress
    keywordsFluctuations (Physics)
    keywordsStiffness AND Errors
    treeJournal of Applied Mechanics:;1980:;volume( 047 ):;issue: 004
    contenttypeFulltext
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