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contributor authorB. D. Harper
date accessioned2017-05-08T23:30:44Z
date available2017-05-08T23:30:44Z
date copyrightMay, 1989
date issued1989
identifier issn0892-7219
identifier otherJMOEEX-28058#144_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/105819
description abstractThis study explores several possibilities for a correspondence in the behavior of ice at failure during uniaxial creep (constant stress) and strength (constant strain rate) experiments. The usual notion of failure in ice is employed (i.e., the occurrence of a minimum strain rate during a creep test and a peak or maximum stress during a strength test), and the behavior at failure is discussed in terms of a recently proposed nonlinear viscoelastic constitutive model for ice. It is demonstrated that no correspondence between creep and strength data can be expected in general; however, several approximate interrelationships do occur for the experimentally motivated special case of a constant (independent of stress and strain rate) failure strain.
publisherThe American Society of Mechanical Engineers (ASME)
titleSome Implications of a Nonlinear Viscoelastic Constitutive Theory Regarding Interrelationships Between Creep and Strength Behavior of Ice at Failure
typeJournal Paper
journal volume111
journal issue2
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.3257088
journal fristpage144
journal lastpage148
identifier eissn1528-896X
keywordsCreep
keywordsIce
keywordsFailure
keywordsStress AND Constitutive equations
treeJournal of Offshore Mechanics and Arctic Engineering:;1989:;volume( 111 ):;issue: 002
contenttypeFulltext


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