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TEMPERATURE DEPENDENCE OF STRESS-STRAIN PROPERTIES OF FRESHWATER ICE

机译:淡冰的应力-应变特性的温度依赖性

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摘要

We present the results of experimental investigation of the temperature dependences of the stress-strain properties of freshwater ice and pykrete. It is shown that, as the temperature of freshwater ice decreases from -1.0 down to -6.0 degrees C, the ultimate conditionally instant and long-term strengths of freshwater ice increase according to a linear law, whereas the temperature dependence of the viscosity coefficient is nonlinear. For a fixed temperature, the viscosity coefficient of the natural underground ice increases with its density and strongly decreases as the load increases.
机译:我们提出的淡水冰和pykrete应力应变特性的温度依赖性的实验研究的结果。结果表明,随着淡水冰的温度从-1.0下降到-6.0摄氏度,淡水冰的极限条件瞬时强度和长期强度根据线性定律增加,而粘度系数的温度依赖性为非线性的在固定温度下,天然地下冰的粘度系数随密度的增加而增加,并随着负荷的增加而大大降低。

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