A user-defined micromechanical model was developed to investigate the fracture mechanism of asphalt concrete （AC） using the discrete element method （DEM）. A three-dimensional （3D） AC beam was built using the ＂F...A user-defined micromechanical model was developed to investigate the fracture mechanism of asphalt concrete （AC） using the discrete element method （DEM）. A three-dimensional （3D） AC beam was built using the ＂Fish＂ language provided by PFC3D and was employed to simulate the three-point bending beam test at two temperature levels： -10 ℃ and 15℃. The AC beam was modeled with the consideration of the microstructural features of asphalt mixtures. Uniaxial complex modulus test and indirect tensile strength test were conducted to obtain material input parameters for numerical modeling. The 3D predictions were validated using laboratory experimental measurements of AC beams prepared by the same mixture design. Effects of mastic stiffness, cohesive and adhesive strength on AC fracture behavior were investigated using the DEM model. The results show that the 3D DEM fracture model can accurately predict the fracture patterns of asphalt concrete. The ratio of stress at interfaces to the stress in mastics increases as the mastic stiffness decreases; however, the increase in the cohesive strength or adhesive strength shows no significant influence on the tensile strength.展开更多
针对菲律宾蛤仔等埋栖贝类采收作业时底质颗粒间缺乏准确的接触参数,该研究以辽宁丹东大鹿岛菲律宾蛤仔养殖区浅海底质为研究对象,选取EDEM中Hertz-Mindlin with JKR接触模型,对底质颗粒间接触参数进行标定。通过物理试验测定了浅海底...针对菲律宾蛤仔等埋栖贝类采收作业时底质颗粒间缺乏准确的接触参数,该研究以辽宁丹东大鹿岛菲律宾蛤仔养殖区浅海底质为研究对象,选取EDEM中Hertz-Mindlin with JKR接触模型,对底质颗粒间接触参数进行标定。通过物理试验测定了浅海底质含水率、容重、内摩擦角、粘聚力和泊松比。基于漏斗法测定了浅海底质堆积角,确定了需要标定接触参数的范围为:JKR表面能4.50~18.00 J/m^(2)、碰撞恢复系数0.35~0.75、静摩擦系数0.20~1.04、滚动摩擦系数0.10~0.20。通过Design-Expert软件的优化模块对模型寻优得到JKR表面能、碰撞恢复系数、静摩擦系数、滚动摩擦系数分别为10.96 J/m^(2)、0.37、0.63、0.10,在该最优解下仿真试验所得堆积角为49.83°,与物理试验所得的堆积角(51.00°)相对误差为2.29%。通过旋切试验对底质间接触参数进行验证,在物理试验与仿真试验中,旋切机构刀轴扭矩相对误差为7.76%,相对误差较小,结果表明标定的参数准确可靠,可为后续研究浅海底质-蛤仔-采收机构互作机制提供重要参考。展开更多
为深入探究洪水在半封闭式地下空间的水流扩散过程,采用光滑粒子流体动力学(smoothed particle hydrodynamics,SPH)与离散单元法(discrete element method,DEM)耦合的方法,研究洪水侵入地下公交车站的动态过程。通过建立物理模型试验及...为深入探究洪水在半封闭式地下空间的水流扩散过程,采用光滑粒子流体动力学(smoothed particle hydrodynamics,SPH)与离散单元法(discrete element method,DEM)耦合的方法,研究洪水侵入地下公交车站的动态过程。通过建立物理模型试验及数值模拟,对SPH-DEM耦合方法进行标定及验证,证明该方法能有效模拟洪水侵入地下空间的物理力学过程。在此基础上,对比分析洪水从地下公交车站站厅层入口和隧道口灌入2种工况下在半封闭式地下空间的扩散演变规律以及不同类型车辆的动力学响应。研究结果表明:1)在半封闭式地下空间中,私家车相较于公交车面临的风险更高;2)车辆周围的建筑环境对疏散逃生具有显著影响;3)车辆的具体位置是影响疏散逃生效率的关键因素。展开更多
基金Project(51208178)supported by the National Natural Science Foundation of ChinaProject(2012M520991)supported by China Postdoctoral Science Foundation
文摘A user-defined micromechanical model was developed to investigate the fracture mechanism of asphalt concrete （AC） using the discrete element method （DEM）. A three-dimensional （3D） AC beam was built using the ＂Fish＂ language provided by PFC3D and was employed to simulate the three-point bending beam test at two temperature levels： -10 ℃ and 15℃. The AC beam was modeled with the consideration of the microstructural features of asphalt mixtures. Uniaxial complex modulus test and indirect tensile strength test were conducted to obtain material input parameters for numerical modeling. The 3D predictions were validated using laboratory experimental measurements of AC beams prepared by the same mixture design. Effects of mastic stiffness, cohesive and adhesive strength on AC fracture behavior were investigated using the DEM model. The results show that the 3D DEM fracture model can accurately predict the fracture patterns of asphalt concrete. The ratio of stress at interfaces to the stress in mastics increases as the mastic stiffness decreases; however, the increase in the cohesive strength or adhesive strength shows no significant influence on the tensile strength.
文摘针对菲律宾蛤仔等埋栖贝类采收作业时底质颗粒间缺乏准确的接触参数,该研究以辽宁丹东大鹿岛菲律宾蛤仔养殖区浅海底质为研究对象,选取EDEM中Hertz-Mindlin with JKR接触模型,对底质颗粒间接触参数进行标定。通过物理试验测定了浅海底质含水率、容重、内摩擦角、粘聚力和泊松比。基于漏斗法测定了浅海底质堆积角,确定了需要标定接触参数的范围为:JKR表面能4.50~18.00 J/m^(2)、碰撞恢复系数0.35~0.75、静摩擦系数0.20~1.04、滚动摩擦系数0.10~0.20。通过Design-Expert软件的优化模块对模型寻优得到JKR表面能、碰撞恢复系数、静摩擦系数、滚动摩擦系数分别为10.96 J/m^(2)、0.37、0.63、0.10,在该最优解下仿真试验所得堆积角为49.83°,与物理试验所得的堆积角(51.00°)相对误差为2.29%。通过旋切试验对底质间接触参数进行验证,在物理试验与仿真试验中,旋切机构刀轴扭矩相对误差为7.76%,相对误差较小,结果表明标定的参数准确可靠,可为后续研究浅海底质-蛤仔-采收机构互作机制提供重要参考。
文摘为深入探究洪水在半封闭式地下空间的水流扩散过程,采用光滑粒子流体动力学(smoothed particle hydrodynamics,SPH)与离散单元法(discrete element method,DEM)耦合的方法,研究洪水侵入地下公交车站的动态过程。通过建立物理模型试验及数值模拟,对SPH-DEM耦合方法进行标定及验证,证明该方法能有效模拟洪水侵入地下空间的物理力学过程。在此基础上,对比分析洪水从地下公交车站站厅层入口和隧道口灌入2种工况下在半封闭式地下空间的扩散演变规律以及不同类型车辆的动力学响应。研究结果表明:1)在半封闭式地下空间中,私家车相较于公交车面临的风险更高;2)车辆周围的建筑环境对疏散逃生具有显著影响;3)车辆的具体位置是影响疏散逃生效率的关键因素。
