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Damage Constitutive Model of Mudstone Creep Based on the Theory of Fractional Calculus

机译:基于分数微积分理论的泥岩蠕变损伤本构模型

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When swelling mudstone, its various mechanical parameters will change significantly. Establish mudstone’s fractional calculus creep damage model structure diagram, which describe the extent of damage in rock damage variable. Assumed that the stress level of rock exceeded its the long-term strength and under the condition of mudstone accelerated strain rate loading, nonlinear damage model based on fractional calculus theory was established. Therefore mudstone creep constitutive model considering the accelerated strain rate loading conditions was obtained. The results of constitutive model showed that there appears to be an exponential function between strain and time in the accelerated creep stage. The creep test data were used to verify the proposed model and the results suggested that the fractional order b was the intrinsic parameters of rock mass which could reflect its hardness. During the accelerated creep stage, fractional creep damage constitutive model could describe the stress-strain relationship well.
机译:当泥石泥岩时,其各种机械参数将变得显着变化。建立泥岩的分数微积分蠕动损伤模型结构图,描述了岩石损伤变量损坏程度。假设岩石的应力水平超过其长期强度,并在泥岩加速应变速率负载的条件下,建立了基于分数微积分理论的非线性损伤模型。因此,考虑加速应变速率负载条件,泥岩蠕变本构模型得到了加速。本构模型的结果表明,在加速蠕变阶段的应变和时间之间似乎是指数函数。蠕变测试数据用于验证所提出的模型,结果表明,分数阶B是岩体的内在参数,其可以反映其硬度。在加速蠕变阶段期间,分数蠕变损伤本构模型可以很好地描述应力 - 应变关系。

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