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    Nonlinear Antiplane Response of Rigid Inclusion to Incident Stress Wave

    Source: Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 010
    Author:
    Anil C. Wijeyewickrema
    ,
    Leon M. Keer
    DOI: 10.1061/(ASCE)0733-9399(1987)113:10(1565)
    Publisher: American Society of Civil Engineers
    Abstract: The response of a rigid cylinder embedded in a homogeneous, isotropic half space to a step function incident stress wave is investigated. The boundary integral equation method is used directly in the time domain where two types of interfacial stresses are considered: In the first case, the interfacial stresses are not permitted to exceed a prescribed constant maximum value (elastic‐perfectly plastic interface behaviour); in the second case, a friction interface is considered where the limiting stresses vary along the interface according to the normal interfacial pressure. The angular distribution of shear stress at different times are examined to illustrate the redistribution of interfacial stresses. The relative displacements between the cylinder and half space are also presented.
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      Nonlinear Antiplane Response of Rigid Inclusion to Incident Stress Wave

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    http://yetl.yabesh.ir/yetl1/handle/yetl/75686
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    contributor authorAnil C. Wijeyewickrema
    contributor authorLeon M. Keer
    date accessioned2017-05-08T22:16:11Z
    date available2017-05-08T22:16:11Z
    date copyrightOctober 1987
    date issued1987
    identifier other%28asce%290733-9399%281987%29113%3A10%281565%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/75686
    description abstractThe response of a rigid cylinder embedded in a homogeneous, isotropic half space to a step function incident stress wave is investigated. The boundary integral equation method is used directly in the time domain where two types of interfacial stresses are considered: In the first case, the interfacial stresses are not permitted to exceed a prescribed constant maximum value (elastic‐perfectly plastic interface behaviour); in the second case, a friction interface is considered where the limiting stresses vary along the interface according to the normal interfacial pressure. The angular distribution of shear stress at different times are examined to illustrate the redistribution of interfacial stresses. The relative displacements between the cylinder and half space are also presented.
    publisherAmerican Society of Civil Engineers
    titleNonlinear Antiplane Response of Rigid Inclusion to Incident Stress Wave
    typeJournal Paper
    journal volume113
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1987)113:10(1565)
    treeJournal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 010
    contenttypeFulltext
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