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Hyperelastic proportional damping for numerical non-conservative dynamic models of hard rubbers under large deformations

机译:大变形下硬质橡胶数值非保守动力学模型的超弹性比例阻尼

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摘要

The paper deals with a new approach to modeling the non-conservative behavior of hard rubbers in damping structures operating under quasi-harmonic, low-frequency conditions and in the large deformation regime. In particular, a hyperelastic proportional damping (HPD) model is proposed based on experimental research of dynamic responses of cylindrical specimens to torsion excitation. The HPD model depends on two ingredients. First, it relies on the integration of the dissipated energy of an experimentally obtained steady hysteresis loop. And second, this hysteresis loop is employed to construct a so-called skeleton curve, which is utilized to obtain the parameters of a generalized Rivlin model of the hyperelastic material. In addition, attention is paid to the HPD model's dependence on the frequency and amplitude of the torsional excitation. Finally, the problem of nonlinear transient vibration of a viscoelastic cylinder is formulated and numerically solved by the finite element method. The results obtained from finite element analyses are in accord with experimental data and validate the proposed HPD model for material damping evaluation.
机译:本文探讨了一种新方法,用于模拟在准谐波、低频条件下和大变形状态下运行的阻尼结构中硬橡胶的非保守行为。具体而言,基于圆柱试件对扭转激励的动力响应实验研究,提出了一种超弹性比例阻尼(HPD)模型。HPD 模型取决于两种成分。首先,它依赖于实验获得的稳定磁滞回线的耗散能量的积分。其次,利用该滞后回线构建所谓的骨架曲线,该骨架曲线用于获得超弹性材料的广义Rivlin模型的参数。此外,还关注了HPD模型对扭转激励频率和振幅的依赖性。最后,用有限元方法对粘弹性圆柱体的非线性瞬态振动问题进行了公式化和数值求解。有限元分析结果与实验数据吻合,验证了所提出的HPD模型在材料阻尼评估中的应用。

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