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    Elastic Field Due to a Dynamically Transforming Spherical Inclusion

    Source: Journal of Applied Mechanics:;1990:;volume( 057 ):;issue: 004::page 845
    Author:
    Y. Mikata
    ,
    S. Nemat-Nasser
    DOI: 10.1115/1.2897650
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: As a first step towards a systematic study of the interaction between a stress-pulse traveling in transformation toughened ceramics and possible phase transformation of zirconia particles, a dynamic inclusion problem is investigated. An exact closed-form solution is obtained for the case of a spherical inclusion. With this result, the dynamic Eshelby tensors for the inside and outside fields of the spherical inclusion are defined and determined. It is confirmed that the static Eshelby tensor is obtained as a static limit of the dynamic Eshelby tensor. It is found in the numerical results that the frequency of the dynamic inclusion has a relatively large influence on the amplitudes of the stress components inside and outside the inclusion.
    keyword(s): Phase transitions , Ceramics , Particulate matter , Stress , Tensors AND Travel ,
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      Elastic Field Due to a Dynamically Transforming Spherical Inclusion

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    http://yetl.yabesh.ir/yetl1/handle/yetl/106337
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    contributor authorY. Mikata
    contributor authorS. Nemat-Nasser
    date accessioned2017-05-08T23:31:37Z
    date available2017-05-08T23:31:37Z
    date copyrightDecember, 1990
    date issued1990
    identifier issn0021-8936
    identifier otherJAMCAV-26328#845_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/106337
    description abstractAs a first step towards a systematic study of the interaction between a stress-pulse traveling in transformation toughened ceramics and possible phase transformation of zirconia particles, a dynamic inclusion problem is investigated. An exact closed-form solution is obtained for the case of a spherical inclusion. With this result, the dynamic Eshelby tensors for the inside and outside fields of the spherical inclusion are defined and determined. It is confirmed that the static Eshelby tensor is obtained as a static limit of the dynamic Eshelby tensor. It is found in the numerical results that the frequency of the dynamic inclusion has a relatively large influence on the amplitudes of the stress components inside and outside the inclusion.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleElastic Field Due to a Dynamically Transforming Spherical Inclusion
    typeJournal Paper
    journal volume57
    journal issue4
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.2897650
    journal fristpage845
    journal lastpage849
    identifier eissn1528-9036
    keywordsPhase transitions
    keywordsCeramics
    keywordsParticulate matter
    keywordsStress
    keywordsTensors AND Travel
    treeJournal of Applied Mechanics:;1990:;volume( 057 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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