冰体力学本构模型的构建
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O34

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水利部公益性行业科研专项(201201080)


Construction of mechanics constitutive model of ice
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    摘要:

    为建立不同条件(温度、加载速率、围压)下冰的力学本构模型,采用理论分析和试验研究相结合的方法,通过比较冰的单轴压缩试验和比例加载条件下三轴压缩试验的应力-应变曲线特征,确定选用幂强化力学本构模型来描述冰体受力时的应力-应变关系;根据三轴压缩试验数据,采用最小二乘法曲线拟合,建立了两种试验条件下冰的力学本构模型;误差分析结果表明,所建立的冰体力学本构模型是比较准确的。

    Abstract:

    In order to establish the mechanics constitutive models of ice in different conditions (i.e., temperature, loading rate, and confining pressure), through the theoretical analysis and experimental research, we compared the characteristics of ice stress-strain curve in uniaxial compression test and triaxial compression test under proportional loading condition. Then, we described the relationship between stress and strain of ice by adopting the mechanics constitutive model of power hardening. Moreover, according to the data from the triaxial compression tests, we established the mechanics constitutive models in the two test conditions by using least squares curve fitting. Overall, the error analysis showed that the mechanics constitutive model of ice is comparatively accurate.

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孟闻远,郭颍奎.冰体力学本构模型的构建[J].水利水电科技进展,2015,35(4):32-34.(MENG Wenyuan, GUO Yingkui. Construction of mechanics constitutive model of ice[J]. Advances in Science and Technology of Water Resources,2015,35(4):32-34.(in Chinese))

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  • 在线发布日期: 2015-07-12
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