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A Thermal Damage Constitutive Model for Oil Shale Based on Weibull Statistical Theory

机译:基于Weibull统计理论的油页岩热损伤本构模型

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摘要

In this work, we first studied the thermal damage to typical rocks, assuming that the strength of thermally damaged rock microelements obeys a Weibull distribution and considering the influence of temperature on rock mechanical parameters; under the condition that microelement failure conforms to the Drucker-Prager criterion, the statistical thermal damage constitutive model of rocks after high-temperature exposure was established. On this basis, conventional triaxial compression tests were carried out on oil shale specimens heated to different temperatures, and according to the results of these tests, the relationship between the temperature and parameters in the statistical thermal damage constitutive model was determined, and the thermal damage constitutive model for oil shale was established. The results show that the thermal damage in oil shale increases with the increase of temperature; the damage variable is largest at 700 degrees C, reaching 0.636; from room temperature to 700 degrees C, the elastic modulus and Poisson's ratio decrease by 62.66% and 64.57%, respectively; the theoretical stress-strain curve obtained from the model is in good agreement with the measured curves; the maximum difference between the two curves before peak strength is only 5 x 10(-4); the model accurately reflects the deformation characteristics of oil shale at high temperature. The research results are of practical significance to the underground in situ thermal processing of oil shale.
机译:在这项工作中,我们首先研究了典型的岩石的热损坏,假设热损坏的岩石微量元素的强度遵循威布尔分布并考虑温度对岩石机械参数的影响;在微调衰竭符合Drucker-Prager标准的条件下,建立了高温暴露后岩石的统计热损伤本构模型。在此基础上,在加热到不同温度的油页岩样本上进行常规三轴压缩试验,并根据这些测试的结果,确定了统计热损伤本构模型中的温度和参数之间的关系,以及热损坏建立了石油页岩本构模型。结果表明,随着温度的增加,油页岩的热损伤会增加;损伤变量在700℃下最大,达到0.636;从室温到700摄氏度,弹性模量和泊松比分别降低了62.66%和64.57%;从模型中获得的理论应力 - 应变曲线与测量的曲线很好;在峰强度之前的两条曲线之间的最大差异仅为5×10(-4);该模型精确地反映了高温下油页岩的变形特性。研究结果对油页岩的地下热处理具有实际意义。

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  • 来源
    《Mathematical Problems in Engineering》 |2019年第21期|4932586.1-4932586.11|共11页
  • 作者

    Zhao Guijie; Chen Chen; Yan Huan;

  • 作者单位

    Changchun Inst Technol Coll Civil Engn Changchun Jilin Peoples R China;

    Jilin Univ Coll Construct Engn Changchun Jilin Peoples R China;

    Changchun Inst Technol Coll Civil Engn Changchun Jilin Peoples R China;

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