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An Experimental Study of Wave Propagation in Heterogeneous Materials

机译:异质材料中波传播的实验研究

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The phenomenon of wave propagation through concrete materials is affected by dispersion due to its intrinsic heterogeneous microstructure. Previous experiments have shown an increase of phase velocity at high frequencies. This behaviour cannot be analytically described by the classical elasticity theory, due to its non-dispersive nature. Instead, enhanced theories can be adopted. In this paper the dynamically consistent non-local model, able to take into account the microstructural effects by two additional length scale parameters, is retrieved. The main subject of this contribution is the experimental identification of the dispersive behaviour of cementitious materials and the validation of the gradient continuum to predict the dispersion of the wave born out of the heterogeneity of the material. The paper extends the applicability of non-local theories from a purely theoretical/analytical domain to the laboratory territory.
机译:波通过混凝土材料传播的现象由于其固有的异质微观结构而受到色散的影响。先前的实验表明,高频下的相速度有所提高。由于其非分散性,无法用经典弹性理论来分析描述这种行为。相反,可以采用增强的理论。在本文中,获得了动态一致的非局部模型,该模型能够通过两个附加的长度尺度参数来考虑微结构效应。该贡献的主要主题是实验性确定胶结材料的色散行为,并验证梯度连续体,以预测由于材料的异质性而产生的波的色散。本文将非本地理论的适用性从纯粹的理论/分析领域扩展到了实验室领域。

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