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Damage dynamics, rate laws, and failure statistics via Hamilton's principle

机译:借助汉密尔顿原理的损伤动态,速率定律和失效统计

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We present a new model for studying the coupled-field nonlinear dynamics of systems with evolving distributed damage, focusing on the case of high-cycle fatigue. A 1D continuum model is developed using Hamilton's principle together with Griffith energy arguments. It captures the interaction between a damage field variable, representing the density of microcracks, and macroscopic vibrational displacements. We use the perturbation method of averaging to show that the nonautonomous coupled-field model yields an autonomous Paris-Erdogan rate law as a limiting case. Finite element simulations reveal a brittle limit for which the life cycle dynamics is dominated by leading-order power-law behavior. Space-time failure statistics are explored using large ensembles of simulations starting from random initial conditions. We display typical probability distributions for failure locations and times, as well as "" curves relating load to the number of cycles to failure. A universal time scale is identified for which the failure time statistics are independent of the applied load and the damage rate constant. We show that the evolution of the macro-displacement frequency response function, as well as the statistical variability of failure times, can vary substantially with changes in system parameters, both of which have significant implications for the design of failure diagnostic and prognostic systems.
机译:我们提出了一个新的模型,用于研究具有不断发展的分布式损伤的系统的耦合场非线性动力学,重点是高周疲劳情况。使用汉密尔顿原理和格里菲斯能量论证,开发出一维连续体模型。它捕获了表示微裂纹密度的损伤场变量与宏观振动位移之间的相互作用。我们使用平均的摄动方法来表明,非自治耦合场模型产生了一个自治的巴黎-埃尔多安比率定律作为极限情况。有限元模拟揭示了脆性极限,为此,生命周期动力学受主导的幂律行为支配。从随机初始条件开始,使用大量模拟进行时空破坏统计。我们将显示故障位置和时间的典型概率分布,以及将载荷与故障循环次数相关的“”曲线。确定通用时间刻度,其故障时间统计信息与所施加的载荷和损坏率常数无关。我们表明,宏位移频率响应函数的演变以及故障时间的统计变异性会随系统参数的变化而发生很大变化,这两者均对故障诊断和预后系统的设计产生重大影响。

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