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contributor authorA. W. Jenike
date accessioned2017-05-08T23:18:38Z
date available2017-05-08T23:18:38Z
date copyrightMarch, 1964
date issued1964
identifier issn0021-8936
identifier otherJAMCAV-25740#5_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/98879
description abstractFrictional-cohesive solids such as soil, ores, chemicals, sugar, flour are regarded as plastic and represented by the Jenike-Shield yield function [1] during steady flow. The stress-strain rate relations are based on isotropy, continuity, and a one-to-one dependence of density on the major pressure. In plane strain and in axial symmetry the stress field requires the solution of a system of two hyperbolic partial differential equations. The velocity field can then be computed by solving another system of two linear homogeneous partial differential equations of the hyperbolic type. In straight conical channels, a particular stress field called the “radial stress field” assumes a special importance because evidence has been presented elsewhere that all general fields tend to approach the radial stress fields in the vicinity of the vertex. Examples of numerical solutions of radial stress fields are given.
publisherThe American Society of Mechanical Engineers (ASME)
titleSteady Gravity Flow of Frictional-Cohesive Solids in Converging Channels
typeJournal Paper
journal volume31
journal issue1
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3629571
journal fristpage5
journal lastpage11
identifier eissn1528-9036
keywordsGravity (Force)
keywordsFlow (Dynamics)
keywordsSolids
keywordsChannels (Hydraulic engineering)
keywordsStress
keywordsPartial differential equations
keywordsPlane strain
keywordsSoil
keywordsDensity
keywordsPressure AND Isotropy
treeJournal of Applied Mechanics:;1964:;volume( 031 ):;issue: 001
contenttypeFulltext


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