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Predicting the Dynamic Behavior of Asphalt Concrete Using Three-dimensional Discrete Element Method 被引量:4

Predicting the Dynamic Behavior of Asphalt Concrete Using Three-dimensional Discrete Element Method
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摘要 A user-defined three-dimensional (3D) discrete element model was presented to predict the dynamic modulus and phase angle of asphalt concrete (AC). The 3D discrete element method (DEM) model of AC was constructed employing a user-defined computer program developed using the "Fish" language in PFC3D. Important microstructural features of AC were modeled, including aggregate gradation, air voids and mastic. The irregular shape of aggregate particle was modeled using a clump of spheres. The developed model was validated through comparing with experimental measurements and then used to simulate the cyclic uniaxial compression test, based on which the dynamic modulus and phase angle were calculated from the output stress- strain relationship. The effects of air void content, aggregate stiffness and volumetric fraction on AC modulus were further investigated. The experimental results show that the 3D DEM model is able to accurately predict both dynamic modulus and phase angle of AC across a range of temperature and loading frequencies. The user- defined 3D model also demonstrated significant improvement over the general existing two-dimensional models. A user-defined three-dimensional (3D) discrete element model was presented to predict the dynamic modulus and phase angle of asphalt concrete (AC). The 3D discrete element method (DEM) model of AC was constructed employing a user-defined computer program developed using the "Fish" language in PFC3D. Important microstructural features of AC were modeled, including aggregate gradation, air voids and mastic. The irregular shape of aggregate particle was modeled using a clump of spheres. The developed model was validated through comparing with experimental measurements and then used to simulate the cyclic uniaxial compression test, based on which the dynamic modulus and phase angle were calculated from the output stress- strain relationship. The effects of air void content, aggregate stiffness and volumetric fraction on AC modulus were further investigated. The experimental results show that the 3D DEM model is able to accurately predict both dynamic modulus and phase angle of AC across a range of temperature and loading frequencies. The user- defined 3D model also demonstrated significant improvement over the general existing two-dimensional models.
出处 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2012年第2期382-388,共7页 武汉理工大学学报(材料科学英文版)
基金 Funded by the National "863" Plan Foundation of China(No.2006AA11Z110)
关键词 asphalt concrete dynamic modulus MICROMECHANICS discrete element method three-dimensional model uniaxial compression test asphalt concrete dynamic modulus micromechanics discrete element method three-dimensional model uniaxial compression test
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同被引文献41

  • 1陈浩,樊统江,范芳芳.单轴贯入试验试件高度对沥青混合料剪切强度的影响[J].重庆交通大学学报(自然科学版),2012,31(3):398-401. 被引量:10
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