A UNIAXIAL NONLINEAR VISCOELASTIC CONSTITUTIVE RELATION FOR ICE

被引:5
|
作者
HARPER, BD
机构
[1] Ohio State Univ, Columbus, OH, USA, Ohio State Univ, Columbus, OH, USA
关键词
FAILURE ANALYSIS - MATHEMATICAL MODELS - STRESSES - Strain;
D O I
10.1115/1.3231255
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
The present paper concerns the description of uniaxial deformation and failure of ice in uniaxial compression in terms of a nonlinear viscoelastic constitutive theory. The constitutive model incorporates explicit dependence upon micro-structural defect growth and assumes the form of a so-called modified superposition integral containing a linear kernel which depends only upon time. Predictions based upon this model are shown to agree qualitatively with experimental results for creep (constant stress) and strength (constant strain-rate) tests on ice. In addition, specific empirically deduced relationships between stress, strain, strainrate and time at certain critical points in these standard tests are shown to result directly from the constitutive theory as special cases.
引用
收藏
页码:156 / 160
页数:5
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