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contributor authorShi Jingshan;Guo Peijun;Stolle Dieter
date accessioned2019-02-26T07:42:05Z
date available2019-02-26T07:42:05Z
date issued2018
identifier other%28ASCE%29EM.1943-7889.0001511.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248804
description abstractThis paper investigates the evolution of the fabric for different contact networks (i.e., the strong, weak, and overall contact networks) in granular material. Two-dimensional tests along proportional strain paths and simple shear tests are conducted using the discrete element method (DEM). Results show that the coaxiality between the principal directions of the fabric tensor for the overall contact network and that of the stress tensor depends on the loading conditions. The principal direction of the fabric tensor for the strong subnetwork is always coaxial with the stress direction. In addition, the major principal direction of the fabric tensor for the strong subnetwork is perpendicular to that of the weak subnetwork, regardless of any principal stress rotation. The fabric tensor for the strong subnetwork and the stress tensor at the critical state are proportional, with the coefficient of the proportionality being a function of the mean stress, if the critical stress can be approached.
publisherAmerican Society of Civil Engineers
titleNoncoaxiality between Fabric and Stress in Two-Dimensional Granular Materials
typeJournal Paper
journal volume144
journal issue9
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0001511
page4018092
treeJournal of Engineering Mechanics:;2018:;Volume ( 144 ):;issue: 009
contenttypeFulltext


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