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    Localized Deformation Using Higher Order Stress/Strain Theory

    Source: Journal of Energy Resources Technology:;1990:;volume( 112 ):;issue: 001::page 51
    Author:
    M. A. Koenders
    DOI: 10.1115/1.2905712
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A material is considered which consists of rough interacting blocks. The interaction, which is expressed in terms of the ratio of the normal and tangential force at the contact points of the blocks, is pure frictional if a certain maximal force ratio is reached, and elastic otherwise. The shape of the blocks is determined by the double shearing geometry. Failure modes for this material depend on the thickness of the slip band. The investigation is relevant to granular soils and rocks.
    keyword(s): Force , Deformation , Surface roughness , Stress , Failure , Geometry , Rocks , Shapes , Shearing , Soil AND Thickness ,
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      Localized Deformation Using Higher Order Stress/Strain Theory

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    https://yetl.yabesh.ir/yetl1/handle/yetl/106854
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    contributor authorM. A. Koenders
    date accessioned2017-05-08T23:32:32Z
    date available2017-05-08T23:32:32Z
    date copyrightMarch, 1990
    date issued1990
    identifier issn0195-0738
    identifier otherJERTD2-26431#51_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/106854
    description abstractA material is considered which consists of rough interacting blocks. The interaction, which is expressed in terms of the ratio of the normal and tangential force at the contact points of the blocks, is pure frictional if a certain maximal force ratio is reached, and elastic otherwise. The shape of the blocks is determined by the double shearing geometry. Failure modes for this material depend on the thickness of the slip band. The investigation is relevant to granular soils and rocks.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleLocalized Deformation Using Higher Order Stress/Strain Theory
    typeJournal Paper
    journal volume112
    journal issue1
    journal titleJournal of Energy Resources Technology
    identifier doi10.1115/1.2905712
    journal fristpage51
    journal lastpage53
    identifier eissn1528-8994
    keywordsForce
    keywordsDeformation
    keywordsSurface roughness
    keywordsStress
    keywordsFailure
    keywordsGeometry
    keywordsRocks
    keywordsShapes
    keywordsShearing
    keywordsSoil AND Thickness
    treeJournal of Energy Resources Technology:;1990:;volume( 112 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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