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contributor authorJ. B. Cheatham
contributor authorP. R. Paslay
contributor authorC. W. G. Fulcher
date accessioned2017-05-09T00:04:56Z
date available2017-05-09T00:04:56Z
date copyrightMarch, 1968
date issued1968
identifier issn0021-8936
identifier otherJAMCAV-25866#87_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/125256
description abstractA general three-dimensional plasticity theory is presented for describing the plastic flow of homogeneous, isotropic rock. Normality of the deformation-rate vector to the yield surface is incorporated into the stress-deformation rate law used in the theory. The rock is assumed to be perfectly plastic or nonwork-hardening with a dependence of the yield strength on the hydrostatic component of stress. A particular type of yield surface, which is representative of the behavior of rock, is assumed in an application of the theory. The specific problem considered is the solution for the incipient plane flow under a flat lubricated punch.
publisherThe American Society of Mechanical Engineers (ASME)
titleAnalysis of the Plastic Flow of Rock Under a Lubricated Punch
typeJournal Paper
journal volume35
journal issue1
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3601179
journal fristpage87
journal lastpage94
identifier eissn1528-9036
keywordsDeformation
keywordsRocks
keywordsStress
keywordsHardening
keywordsFlow (Dynamics)
keywordsHydrostatics
keywordsPlasticity AND Yield strength
treeJournal of Applied Mechanics:;1968:;volume( 035 ):;issue: 001
contenttypeFulltext


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