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contributor authorE. P. Chen
date accessioned2017-05-08T23:29:14Z
date available2017-05-08T23:29:14Z
date copyrightMarch, 1989
date issued1989
identifier issn0021-8936
identifier otherJAMCAV-26303#25_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/104996
description abstractThe development and numerical implementation of a constitutive model for jointed rock media is the subject of investigation in this paper. The constitutive model is based on the continuum assumption of strain-partitioning among the elastic rock matrix and joint sets with nonlinear normal and shear responses. Rate equations for the stress-strain response of the jointed media have been formulated. A numerical incremental solution scheme to these equations has been developed. It has been implemented into the finite element code JAC as an additional material model. Several sample problems have been solved for demonstration purposes. Interpretation and discussion of these results are presented.
publisherThe American Society of Mechanical Engineers (ASME)
titleA Constitutive Model for Jointed Rock Mass With Orthogonal Sets of Joints
typeJournal Paper
journal volume56
journal issue1
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3176061
journal fristpage25
journal lastpage32
identifier eissn1528-9036
keywordsConstitutive equations
keywordsRocks
keywordsEquations
keywordsFinite element analysis
keywordsStress AND Shear (Mechanics)
treeJournal of Applied Mechanics:;1989:;volume( 056 ):;issue: 001
contenttypeFulltext


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