Advances in Discrete Element Modeling of Asphalt Mixture: A Literature Review

IF 9.7 2区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Xinman Ai, Junyan Yi, Zhongshi Pei, Wenyi Zhou, Decheng Feng
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引用次数: 0

Abstract

The complicated composition structure of the asphalt mixture makes it difficult to determine its multi-scale performance. It is impossible to understand the internal interaction mechanism of asphalt mixture only through laboratory tests, especially under complex conditions at the microscale, which can be effectively solved by the discrete element method (DEM). This paper summarized the progress and advances in DEM modeling of asphalt mixture mainly consisting of the principle of DEM, DEM simulation for asphalt mixture, asphalt mixture compaction and mechanical behavior based on the DEM. The basis of DEM modeling is the well-known Newton's second law, through which the discrete elements are determined primarily according to the motion equation and force–displacement law. The DEM modeling of asphalt mixture often includes the simulation of coarse aggregates, asphalt mortar and air voids regardless of two-dimensional (2D) and three-dimensional (3D) DEM. The morphological characteristics of coarse aggregates and spatial distribution of air voids are essential to the simulation results of asphalt mixtures. In addition, the commonly used DEM contact models in asphalt mixture, including the linear model, Burgers model and linear parallel bond model, are introduced and analyzed. The main micro-parameters of various contact models are usually obtained through laboratory test results by trial and error. And the selection of contact modeling and determination of macro-parameters are discussed. Then, asphalt mixture compaction based on DEM, mainly containing Superpave gyratory compaction (SGC) and Marshall impact compaction (MIC), is estimated in this paper. It is concluded that displacement, rotation and contact stress of aggregate particles can be accurately captured similar to SmartRock. Moreover, varying mechanical behavior and the significant influencing factors based on DEM are evaluated comprehensively. Finally, further prospects in DEM modeling of asphalt mixture are proposed to promote the development and application of numerical simulation in pavement engineering.

Abstract Image

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沥青混合料离散元件建模的进展:文献综述
沥青混合料的组成结构复杂,难以确定其多尺度性能。仅通过实验室试验是无法了解沥青混合料内部相互作用机理的,尤其是在微观尺度的复杂条件下,离散元法(DEM)可以有效地解决这一问题。本文总结了沥青混合料 DEM 建模的进展和进步,主要包括 DEM 的原理、沥青混合料的 DEM 模拟、基于 DEM 的沥青混合料压实和力学行为。DEM 建模的基础是著名的牛顿第二定律,通过该定律,离散元素主要根据运动方程和力-位移定律确定。无论二维(2D)还是三维(3D)DEM,沥青混合料的 DEM 建模通常都包括粗集料、沥青砂浆和空隙的模拟。粗集料的形态特征和空隙的空间分布对沥青混合料的模拟结果至关重要。此外,还介绍并分析了沥青混合料中常用的 DEM 接触模型,包括线性模型、Burgers 模型和线性平行粘结模型。各种接触模型的主要微观参数通常是通过实验室试验结果反复试验得出的。并讨论了接触模型的选择和宏观参数的确定。然后,本文对基于 DEM 的沥青混合料压实进行了估算,主要包括 Superpave 回旋压实(SGC)和马歇尔冲击压实(MIC)。结果表明,集料颗粒的位移、旋转和接触应力可被精确捕捉,与 SmartRock 相似。此外,本文还全面评估了基于 DEM 的不同力学行为和重要影响因素。最后,提出了沥青混合料 DEM 建模的进一步展望,以促进数值模拟在路面工程中的发展和应用。
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来源期刊
CiteScore
19.80
自引率
4.10%
发文量
153
审稿时长
>12 weeks
期刊介绍: Archives of Computational Methods in Engineering Aim and Scope: Archives of Computational Methods in Engineering serves as an active forum for disseminating research and advanced practices in computational engineering, particularly focusing on mechanics and related fields. The journal emphasizes extended state-of-the-art reviews in selected areas, a unique feature of its publication. Review Format: Reviews published in the journal offer: A survey of current literature Critical exposition of topics in their full complexity By organizing the information in this manner, readers can quickly grasp the focus, coverage, and unique features of the Archives of Computational Methods in Engineering.
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