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    Penetration of Targets Described by a Mohr-Coulomb Failure Criterion With a Tension Cutoff

    Source: Journal of Applied Mechanics:;1983:;volume( 050 ):;issue: 002::page 327
    Author:
    D. B. Longcope
    ,
    M. J. Forrestal
    DOI: 10.1115/1.3167040
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A model is developed to estimate the force on a conical-nosed penetrator for normal entry into geological targets that have linear hydrostats and fail according to a Mohr-Coulomb criterion with a tension cutoff. The model is applicable to targets with shear strength which either increases with pressure (dry rocks) or is constant (sea ice, concrete, saturated rocks). For high enough penetrator velocity the target response is elastic-plastic, but at lower velocities stresses exceed the target tensile strength and the response includes an additional cracked region. Parametric results are obtained via a similarity transformation and solution to a nonlinear wave propagation problem. Predicted and measured penetrator decelerations are compared for a field test into a dry rock target and reasonable agreement is shown.
    keyword(s): Coulombs , Failure , Tension , Rocks , Sea ice , Shear strength , Tensile strength , Stress , Force , Pressure , Concretes AND Nonlinear waves ,
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      Penetration of Targets Described by a Mohr-Coulomb Failure Criterion With a Tension Cutoff

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/96661
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    contributor authorD. B. Longcope
    contributor authorM. J. Forrestal
    date accessioned2017-05-08T23:14:47Z
    date available2017-05-08T23:14:47Z
    date copyrightJune, 1983
    date issued1983
    identifier issn0021-8936
    identifier otherJAMCAV-26217#327_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/96661
    description abstractA model is developed to estimate the force on a conical-nosed penetrator for normal entry into geological targets that have linear hydrostats and fail according to a Mohr-Coulomb criterion with a tension cutoff. The model is applicable to targets with shear strength which either increases with pressure (dry rocks) or is constant (sea ice, concrete, saturated rocks). For high enough penetrator velocity the target response is elastic-plastic, but at lower velocities stresses exceed the target tensile strength and the response includes an additional cracked region. Parametric results are obtained via a similarity transformation and solution to a nonlinear wave propagation problem. Predicted and measured penetrator decelerations are compared for a field test into a dry rock target and reasonable agreement is shown.
    publisherThe American Society of Mechanical Engineers (ASME)
    titlePenetration of Targets Described by a Mohr-Coulomb Failure Criterion With a Tension Cutoff
    typeJournal Paper
    journal volume50
    journal issue2
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3167040
    journal fristpage327
    journal lastpage333
    identifier eissn1528-9036
    keywordsCoulombs
    keywordsFailure
    keywordsTension
    keywordsRocks
    keywordsSea ice
    keywordsShear strength
    keywordsTensile strength
    keywordsStress
    keywordsForce
    keywordsPressure
    keywordsConcretes AND Nonlinear waves
    treeJournal of Applied Mechanics:;1983:;volume( 050 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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