考虑时效损伤的变系数分数阶蠕变本构模型研究

Variable coefficient fractional-order creep constitutive model considering time-dependent damage

  • 摘要: 岩石蠕变模型是研究和预测岩石蠕变行为的重要依据,对工程安全和长期稳定性具有重要影响。分数阶蠕变模型凭借参数少、灵活度高的特点具有显著优势。【目的及方法】以晋城胡底煤矿轨道大巷的砂岩为研究背景,引入分数阶黏壶代替传统的牛顿黏壶,考虑岩石蠕变过程中时效损伤效应,建立了岩石分数阶蠕变损伤本构模型,并将一维蠕变模型扩展到三维模型。【结果及结论】通过砂岩的三轴蠕变试验数据验证模型的准确性,发现该模型可以准确描述砂岩蠕变的三个阶段的特性,从而为砂岩蠕变特性提供参考。

     

    Abstract: Rock creep models are essential for studying and predicting rock creep behavior, which significantly influences engineering safety and long-term stability. Fractional-order creep models offer distinct advantages due to their few parameters and high flexibility. This study, based on the sandstone of the track roadway in Hudi Coal Mine, Jincheng, introduces a fractional-order clay pot to replace the traditional Newtonian clay pot. Considering the time-dependent damage effect during rock creep, a fractional-order creep damage constitutive model for rock is established and subsequently extended from a one-dimensional to a three-dimensional model. The accuracy of the model was validated using triaxial creep test data of sandstone. The results demonstrate that the model accurately describes the three-stage creep characteristics of sandstone, providing a reference for understanding its creep behavior.

     

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