Internal-variable modeling of solids with slow dynamics: Wave propagation and resonance simulations

H. Berjamin, G. Chiavassa, N. Favrie, B. Lombard, E. Sarrouy
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引用次数: 1

Abstract

Rocks and concrete are known to soften under a dynamic loading, i.e. the speed of sound diminishes with forcing amplitudes. To reproduce this behavior, an internal-variable model of continuum is proposed. It is composed of a constitutive law for the stress and an evolution equation for the internal variable. Nonlinear viscoelasticity of Zener type is accounted for by using additional internal variables. The proposed system of partial differential equations is solved numerically using finite-volume methods. The numerical tool is used to reproduce qualitatively Nonlinear Resonance Ultrasound Spectroscopy (NRUS) and Dynamic Acoustoelastic Testing (DAET) experiments. A frequency-domain approach based on finite elements, harmonic balance and numerical continuation is compared to the time-domain method. This approach is promising for upcoming experimental validations with respect to resonance experiments.
慢动力学固体的内变量建模:波传播和共振模拟
岩石和混凝土在动荷载作用下会变软,即声速随着力的振幅而减小。为了再现这种行为,提出了连续统的内变量模型。它由应力的本构律和内变量的演化方程组成。采用附加内变量来解释齐纳型的非线性粘弹性。采用有限体积法对所提出的偏微分方程组进行了数值求解。该数值工具用于定性再现非线性共振超声光谱(NRUS)和动态声弹性测试(DAET)实验。将基于有限元、谐波平衡和数值延拓的频域方法与时域方法进行了比较。该方法有望用于即将到来的共振实验验证。
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