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Heterogeneity effect of mechanical property on creep behavior of asphalt mixture based on micromechanical modeling and virtual creep test

机译:基于微观力学模型和虚拟蠕变试验的力学性能非均质性对沥青混合料蠕变性能的影响

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摘要

Based on laboratory tests and discrete element method (DEM), this study investigated the influences by mechanical property heterogeneity of different ingredients of asphalt mixture on the creep behavior of asphalt mixture. By considering the important material features and mechanical properties of different ingredients, such as the three-dimensional irregular shapes and elastic properties of coarse aggregates, the continuous characteristics and viscoelastic properties of asphalt mastic, and the random distribution and zero mechanical property of air voids within asphalt mastic, micromechanical modeling of asphalt mixture and virtual uniaxial static creep test was built by using PFC3D. Weibull distribution was used to describe the heterogeneity of mechanical property for coarse aggregates and asphalt mastic within asphalt mixture. And the influences of the mechanical property heterogeneity of aggregates and asphalt mastic on the creep behavior of asphalt mixture were evaluated based on virtual creep test. The results show that the built discrete element model and virtual test can well predict the creep behavior of asphalt mixture. Both the heterogeneity of mechanical property of aggregates and mastic have negative influences on the creep behavior of asphalt mixture by affecting the distribution of micromechanical forces within asphalt mixture. And heterogeneity of mechanical property of coarse aggregates causes more obvious influences. It is important to guarantee the homogeneity of mechanical property of coarse aggregates and asphalt mastic within asphalt mixture to resist creep deformation. (C) 2016 Elsevier Ltd. All rights reserved.
机译:基于实验室测试和离散元方法(DEM),本研究研究了沥青混合料不同成分的力学性能异质性对沥青混合料蠕变行为的影响。通过考虑不同成分的重要材料特性和机械性能,例如粗骨料的三维不规则形状和弹性特性,沥青胶泥的连续特性和粘弹性,以及内部空隙的无规分布和零机械性能使用PFC3D建立了沥青胶泥,沥青混合料的微机械建模和虚拟单轴静态蠕变试验。威布尔分布用于描述沥青混合料中粗骨料和沥青胶泥的力学性能异质性。通过虚拟蠕变试验,评估了骨料和沥青胶泥的力学性能异质性对沥青混合料蠕变性能的影响。结果表明,建立的离散元模型和虚拟试验可以很好地预测沥青混合料的蠕变行为。骨料力学性能的异质性和胶泥都通过影响沥青混合料中微机械力的分布,对沥青混合料的蠕变行为产生负面影响。粗骨料力学性能的不均匀性影响更为明显。重要的是要保证沥青混合料中粗骨料和沥青胶泥的力学性能的均匀性,以防止蠕变。 (C)2016 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Mechanics of materials》 |2017年第1期|49-59|共11页
  • 作者单位

    Southeast Univ, Sch Transportat, 2 Sipailou, Nanjing 210096, Jiangsu, Peoples R China;

    Rutgers State Univ, Dept Civil & Environm Engn, 96 Frelinguysen Rd, Piscataway, NJ 08854 USA;

    Nanjing Inst Technol, Dept Civil Engn & Architecture, 1 Hongjing Rd, Nanjing 211167, Jiangsu, Peoples R China;

    Southeast Univ, Sch Transportat, 2 Sipailou, Nanjing 210096, Jiangsu, Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Asphalt mixture; Mechanical property; Heterogeneity; Creep property; Micromechanical modeling; Virtual test;

    机译:沥青混合料;力学性能;非均质性;蠕变性能;微观力学建模;虚拟试验;

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