沥青
刚度
校准
极限抗拉强度
结构工程
材料科学
骨料(复合)
离散元法
岩土工程
近似误差
直剪试验
剪应力
剪切(地质)
抗剪强度(土壤)
复合材料
有限元法
剪切模量
计算机模拟
压力(语言学)
拉伸试验
沥青混凝土
二次函数
模数
可靠性(半导体)
线性回归
作者
Xiujun Li,Zhipeng Zhang,Linhao Zhao,Heng Zhang,Shi Fang-zhi
出处
期刊:Coatings
[Multidisciplinary Digital Publishing Institute]
日期:2024-12-11
卷期号:14 (12): 1553-1553
被引量:2
标识
DOI:10.3390/coatings14121553
摘要
To enhance the accuracy and reliability of the discrete element simulation software EDEM 2023 for pavement asphalt mixture simulation, three representative coarse aggregate particles were modeled in 3D using the SolidWorks 2018 software and imported into the EDEM 2023 software for particle filling. The Hertz–Mindlin with bonding contact model was used to construct the EDEM simulation model of asphalt mixtures, and the quadratic regression model of asphalt mixtures’ splitting tensile strength and four bonding parameters, namely, normal stiffness per unit area, shear stiffness per unit area, critical normal stress, and critical shear stress, was found by the response surface methodology. The results show that the relationship between the significance magnitude of the four bonding parameters on the splitting tensile strength of the asphalt mixture simulation model is as follows: critical normal stress > shear stiffness per unit area > normal stiffness per unit area > critical shear stress. The calibration results of the bonding parameters were used for simulation verification, and the relative error between the simulation and actual splitting tensile strength was only −2.48%. The feasibility of this bonding parameter calibration method is demonstrated, and it can lay a foundation for EDEM to simulate the performance of asphalt mixtures on pavements with high-precision simulation.
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