Characterization of Force Distribution and Force Chain Topology in Asphalt Mixtures Using the Discrete Element Method.

IF 3.1 3区 材料科学 Q3 CHEMISTRY, PHYSICAL
Materials Pub Date : 2025-05-18 DOI:10.3390/ma18102347
Sudi Wang, Jianxia Wang, Jie Wang, Jian Xu, Yinghao Miao, Qing Ma, Linbing Wang, Tao Liu
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Abstract

The force chain network within asphalt mixtures serves as the primary load-bearing structure to resist external forces. The objective of this study is to quantitatively characterize the contact force distribution and force chain topology structure. The discrete element method (DEM) was employed to construct simulation models for two stone matrix asphalt (SMA) and two open-graded friction course (OGFC) mixtures. Load distribution characteristics, including average contact force, load bearing contribution and contact force angle, and force chain topological network parameters, clustering coefficient, edge betweenness and average path length, were analyzed to elucidate the load transfer mechanisms. The findings of the present study demonstrate that the average contact force between aggregate-aggregate contact types in specific particle sizes significantly exceeds the average contact force of the same particle size aggregates. For SMA16 and OGFC16 asphalt mixtures, the load-bearing contribution of aggregates initially increases and then decreases with decreasing particle size, peaking at 13.2 mm. SMA13 and OGFC13 mixtures demonstrate a consistent decline in load bearing contribution with decreasing aggregate size. The analysis of the force chain network topology of the asphalt mixture reveals that SMA mixtures exhibited higher average clustering coefficients in force chain topological features in comparison to OGFC mixtures. It indicates that SMA gradations have superior skeletal load-bearing structures. While the maximum nominal aggregate size minimally influences the average path length with a relative change rate of 3%, the gradation type exerts a more substantial impact, exhibiting a relative change rate of 7% to 9%. These findings confirm that SMA mixtures have more stable load-bearing structures than OGFC mixtures. The proposed topological parameters effectively capture structural distinctions in force chain networks, offering insights for optimizing gradation design and enhancing mechanical performance.

用离散元法表征沥青混合料中的力分布和力链拓扑。
沥青混合料内部的力链网是抵抗外力的主要承重结构。本研究的目的是定量表征接触力分布和力链拓扑结构。采用离散元法(DEM)建立了两种石基沥青(SMA)和两种开级配摩擦层(OGFC)混合料的仿真模型。分析了载荷分布特征,包括平均接触力、承载力贡献和接触力角度,以及力链拓扑网络参数、聚类系数、边间距和平均路径长度,以阐明载荷传递机理。研究结果表明,特定粒径的骨料-骨料接触类型之间的平均接触力明显超过相同粒径骨料的平均接触力。对于SMA16和OGFC16沥青混合料,随着粒径的减小,骨料的承重贡献先增大后减小,在13.2 mm处达到峰值。随着骨料粒径的减小,SMA13和OGFC13混合料的承载作用持续下降。对沥青混合料的力链网络拓扑分析表明,与OGFC混合料相比,SMA混合料在力链拓扑特征上具有更高的平均聚类系数。这表明SMA级配具有优越的骨骼承重结构。最大名义骨料粒径对平均路径长度的影响最小,相对变化率为3%,而级配类型对平均路径长度的影响更大,相对变化率为7%至9%。这些发现证实了SMA混合物比OGFC混合物具有更稳定的承重结构。所提出的拓扑参数有效地捕捉了力链网络的结构差异,为优化级配设计和提高机械性能提供了见解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Materials
Materials MATERIALS SCIENCE, MULTIDISCIPLINARY-
CiteScore
5.80
自引率
14.70%
发文量
7753
审稿时长
1.2 months
期刊介绍: Materials (ISSN 1996-1944) is an open access journal of related scientific research and technology development. It publishes reviews, regular research papers (articles) and short communications. Our aim is to encourage scientists to publish their experimental and theoretical results in as much detail as possible. Therefore, there is no restriction on the length of the papers. The full experimental details must be provided so that the results can be reproduced. Materials provides a forum for publishing papers which advance the in-depth understanding of the relationship between the structure, the properties or the functions of all kinds of materials. Chemical syntheses, chemical structures and mechanical, chemical, electronic, magnetic and optical properties and various applications will be considered.
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