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contributor authorH. A. Khoo
contributor authorT. M. Hrudey
date accessioned2017-05-08T22:36:32Z
date available2017-05-08T22:36:32Z
date copyrightFebruary 1992
date issued1992
identifier other%28asce%290733-9399%281992%29118%3A2%28259%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83643
description abstractA uniaxial constitutive model for ice is developed in which the total strain is taken to be the sum of instantaneous elastic, delayed elastic, and viscous strain components. Nonlinear behavior of selected terms in the model allow the representation of softening due to internal damage. The predictions of the uniaxial model are compared with published test results for constant strain‐rate, constant stress, and constant stress‐rate tests. The model is generalized for plane stress, and predictions are compared with published data for biaxial tests.
publisherAmerican Society of Civil Engineers
titleConstitutive Model for Ice
typeJournal Paper
journal volume118
journal issue2
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1992)118:2(259)
treeJournal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 002
contenttypeFulltext


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