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contributor authorKazuhiko Yamada
date accessioned2017-05-08T22:38:45Z
date available2017-05-08T22:38:45Z
date copyrightJanuary 1999
date issued1999
identifier other%28asce%290733-9399%281999%29125%3A1%2811%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84867
description abstractA computational method is proposed for simulating rheological phenomena of a body composed of a material such as soft soil, powder, and granular material under large excitations. These phenomena are considered to be elastic-viscoplastic (E-VP) flows with moving boundaries. Fundamental equations for the dynamics are constructed from the Eulerian viewpoint. The constitutive laws for pressure volume and deviatoric stress strain are E-VP and are expressed by differential equations. The pressure and deviatoric stress are combined to satisfy yield conditions. The equations construct the first-order partial differential equation system. A domain containing an E-VP body is divided into cells by applying a finite difference method to the partial differential equation system. The locations of markers distributed in the body are calculated to trace the moving free boundaries. The collapse of an E-VP square body is shown as an application example.
publisherAmerican Society of Civil Engineers
titleComputation for Rheological Phenomena of Elastic-Viscoplastic Body
typeJournal Paper
journal volume125
journal issue1
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1999)125:1(11)
treeJournal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 001
contenttypeFulltext


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