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首页> 外文期刊>Archives of Civil and Mechanical Engineering >Numerical finite element formulation of the 3D linear viscoelastic material model: Complex Poisson's ratio of bituminous mixtures
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Numerical finite element formulation of the 3D linear viscoelastic material model: Complex Poisson's ratio of bituminous mixtures

机译:3D线性粘弹性材料模型的数值有限元公式:沥青混合物的复泊松比

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Poisson's ratio in asphalt mixture is a time dependent (in time domain) or a complex frequency dependent quantity (in the frequency domain). This paper develops a 3D linear viscoelastic formulation in order to characterize the dynamic modulus (E*) and complex Poisson's ratio (nu) of mixtures. Under the hypothesis of isotropy, two complex moduli, the shear (G) and bulk moduli (K*) are necessary to determine the dynamic Young's modulus and complex Poisson's ratio. The proposed model is implemented in the Cats3M finite element package. A systematic procedure for identifying the model parameters is discussed. Finally, the model is validated by comparing the model predictions with experimental data on asphalt mixture. This comparison shows that the presented constitutive model is able of predicting the 3D linear behaviour of asphalt mixtures. (C) 2015 Politechnika Wroclawska. Published by Elsevier Sp. z o.o. All rights reserved.
机译:沥青混合料中的泊松比是时间相关的(在时域中)或复杂的频率相关的量(在频域中)。本文开发了一种3D线性粘弹性公式,以表征混合物的动态模量(E *)和复泊松比(nu)。在各向同性的假设下,确定动态杨氏模量和复泊松比必须使用两个复数模量,即剪切模量(G)和体模量(K *)。建议的模型在Cats3M有限元软件包中实现。讨论了识别模型参数的系统过程。最后,通过将模型预测值与沥青混合料的实验数据进行比较来验证模型。该比较表明,所提出的本构模型能够预测沥青混合料的3D线性行为。 (C)2015 Politechnika弗罗茨瓦夫。由Elsevier Sp。发行。动物园。版权所有。

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