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Advances in micromechanical constitutive theories and modeling in asphalt mixture: A review

机译:沥青混合料微机械本构理论与建模研究进展

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An overview of the micromechanical constitutive theories of asphalt mixture is presented in this paper. Studies about constitutive theories and modeling methods are grouped into different categories: models with non-interacting particles (with and without geometry specified), models with particle interaction, finite element network models (FENM), micromechanical finite element models (FEM), clustered discrete element models (DEM), disturbed state concept (DSC), numerical manifold methods (NMM), and meshfree manifold methods (MMM) used in micromechanical modeling of asphalt mixture. Advantages, limitations and perspectives of different micromechanical approaches for the simulation of asphalt mixture are also analyzed. It is concluded that DEM and FEM are effective methods for particle scale research of asphalt mixture. The needs for future research are discussed as well.
机译:本文概述了沥青混合料的微机械本构理论。本构理论和建模方法的研究分为不同类别:具有非相互作用粒子的模型(指定和不指定几何形状),具有粒子相互作用的模型,有限元网络模型(FENM),微机械有限元模型(FEM),聚类离散有限元模型(DEM),扰动状态概念(DSC),数值流形方法(NMM)和无网格流形方法(MMM)用于沥青混合料的微机械建模。还分析了用于沥青混合料模拟的不同微机械方法的优点,局限性和前景。结论是DEM和FEM是研究沥青混合料粒径的有效方法。还讨论了未来研究的需求。

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