Show simple item record

contributor authorChing S. Chang
contributor authorAnil Misra
date accessioned2017-05-08T22:24:23Z
date available2017-05-08T22:24:23Z
date copyrightApril 1989
date issued1989
identifier other%28asce%290733-9399%281989%29115%3A4%28704%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79886
description abstractThe mechanical behavior of granular material is greatly influenced by packing geometry. A stress‐strain theory for small deformations of granular media made of equal‐sized particles arranged systematically is developed based on micro‐mechanical considerations. Stress, treated as a continuum field variable, is defined for a representative cell of the packing instead of an infinitesimally small point as in continuum materials. The overall macroscopic stress‐strain relationship is derived from the use of principle of energy conservation. The force‐deformation relationship at the contact between two particles is assumed to follow Mindlin's theory. However, this assumption is not a restriction of the proposed stress‐strain theory. The derived stress‐strain relationship is compared to experimental results and the existing solutions.
publisherAmerican Society of Civil Engineers
titleTheoretical and Experimental Study of Regular Packings of Granules
typeJournal Paper
journal volume115
journal issue4
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1989)115:4(704)
treeJournal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 004
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record