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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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