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考虑非均匀性的沥青混合料开裂行为细观模拟

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为探究沥青混合料内部非均匀性对其开裂行为的影响,通过室内试验获取有限元模型所需参数;使用插件实现骨料随机投放,并分别在骨料-砂浆界面处和沥青砂浆单元间插入内聚力单元,基于内聚力模型对细观尺度下沥青混合料中裂缝的萌生、扩展和失效全过程进行模拟;探讨了骨料物理力学性质和界面黏结强度对沥青混合料抵抗拉伸开裂性能的影响.本文研究成果可为沥青混合料的设计提供理论和数据支撑.
Mesoscale simulation of cracking behavior of asphalt mixture considering heterogeneity
To explore the influence of the internal heterogeneity of asphalt mixture on its cracking behavior,the required parameters for the finite element model were obtained through laboratory tests.The aggregates were randomly placed using plug-ins,and cohesion units were inserted at the aggregate-mortar interface and between asphalt mortar units,respectively.Thus,the entire process of crack initiation,propagation,and failure in asphalt mixture was simulated based on the cohesive zone model.The extent to which the physico-mechanical properties of aggregates and the interface adhesion influence the tensile cracking resistance of asphalt mixture was discussed.The research results provide theoretical and data support for the design of asphalt mixture.

pavement engineeringasphalt mixturesmesoscalecohesive zone modelcracking behaviorheterogeneity

孙雅珍、薛博欣、孙岩、王志臣、潘嘉伟

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沈阳建筑大学 交通与测绘工程学院,沈阳 110168

道路工程 沥青混合料 细观尺度 内聚力模型 开裂行为 非均匀性

国家自然科学基金项目浙江省交通运输厅项目浙江省交通运输厅项目辽宁省教育厅项目辽宁省教育厅项目

52278454ZJXL-JTT-202201A202303LJKZZ20220080LJKM20220934

2024

吉林大学学报(工学版)
吉林大学

吉林大学学报(工学版)

CSTPCD北大核心
影响因子:0.792
ISSN:1671-5497
年,卷(期):2024.54(6)
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