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首页> 外文期刊>Pure and Applied Geophysics >Apparent Dependence of Rate- and State-Dependent Friction Parameters on Loading Velocity and Cumulative Displacement Inferred from Large-Scale Biaxial Friction Experiments
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Apparent Dependence of Rate- and State-Dependent Friction Parameters on Loading Velocity and Cumulative Displacement Inferred from Large-Scale Biaxial Friction Experiments

机译:率 - 和状态依赖性摩擦参数对大规模双轴摩擦实验推断的加载速度和累积位移的表观依赖性

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We investigated the constitutive parameters in the rate- and state-dependent friction (RSF) law by conducting numerical simulations, using the friction data from large-scale biaxial rock friction experiments for Indian metagabbro. The sliding surface area was 1.5 m long and 0.5 m wide, slid for 400 s under a normal stress of 1.33 MPa at a loading velocity of either 0.1 or 1.0 mm/s. During the experiments, many stick-slips were observed and those features were as follows. (1) The friction drop and recurrence time of the stick-slip events increased with cumulative slip displacement in an experiment before which the gouges on the surface were removed, but they became almost constant throughout an experiment conducted after several experiments without gouge removal. (2) The friction drop was larger and the recurrence time was shorter in the experiments with faster loading velocity. We applied a one-degree-of-freedom spring-slider model with mass to estimate the RSF parameters by fitting the stick-slip intervals and slip-weakening curves measured based on spring force and acceleration of the specimens. We developed an efficient algorithm for the numerical time integration, and we conducted forward modeling for evolution parameters (b) and the state-evolution distances (), keeping the direct effect parameter (a) constant. We then identified the confident range of b and values. Comparison between the results of the experiments and our simulations suggests that both b and increase as the cumulative slip displacement increases, and b increases and decreases as the loading velocity increases. Conventional RSF laws could not explain the large-scale friction data, and more complex state evolution laws are needed.
机译:我们通过进行数值模拟来调查速率和状态摩擦(RSF)定律中的本构参数,使用来自印度Metagrabbro的大规模双轴岩石摩擦实验的摩擦数据。滑动表面积为1.5米长,0.5米宽,在0.1或1.0mm / s的加载速度下在1.33MPa的正常应力下滑动400秒。在实验期间,观察到许多粘性滑动,并且这些特征如下。 (1)粘滑事件的摩擦下降和复发时间随着实验中的累积滑移位移而增加,然后去除表面上的栅格,但在几个实验后的实验过程中几乎恒定地恒定,没有粗糙的去除。 (2)摩擦下降较大,并且在实验中较短的加载速度更短。我们应用了一个自由度的春天滑块模型,通过拟合基于弹簧力和样本的加速度测量的粘滑间隔和滑动弱化曲线来估计RSF参数。我们开发了一种有效的数值集成算法,我们对演化参数(B)和状态演义距离()进行了向前建模,保持直接效果参数(A)常数。然后,我们确定了B和价值的自信范围。实验结果与我们的模拟之间的比较表明,随着累积滑移位移增加而增加,B增加,而B随着加载速度的增加而增加并且减少。传统的RSF法律无法解释大规模的摩擦数据,需要更复杂的状态演进法。

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