In this study, the thermo-elastic effects of frictional heat generation in a disc brake system due to braking actions were simulated. The mathematical model that defined the problem was developed from the kinetic and ...In this study, the thermo-elastic effects of frictional heat generation in a disc brake system due to braking actions were simulated. The mathematical model that defined the problem was developed from the kinetic and potential energies of moving vehicles on the gradient surfaces. This problem was solved for the selected geometry of disc brake and pad with their material properties selected from existing literatures using the finite element method and the computational results were obtained. The thermal deformation obtained was in good agreement with similar literature results. Also, for the same braking period and conditions, the results showed that a vehicle ascending a hill gave a higher temperature rise, Von Mises stress and thermal deformation on brake contact surfaces than when descending hill. Therefore, the braking period required to bring a moving vehicle in ascendent motion to a lower speed is expected to be shorter because of the gravity effect than horizontal motion, while descendent motion requires longer braking period.展开更多
青海西部冻土路段公路受温升作用和车辆动荷载的影响,灾害频发,为保障寒区公路的安全运营,开展温升和动荷载作用下冻土的动应力-动应变响应规律研究十分必要。以青海S101公路路段冻土路基土为研究对象,利用正交试验设计方法对冻土进行GD...青海西部冻土路段公路受温升作用和车辆动荷载的影响,灾害频发,为保障寒区公路的安全运营,开展温升和动荷载作用下冻土的动应力-动应变响应规律研究十分必要。以青海S101公路路段冻土路基土为研究对象,利用正交试验设计方法对冻土进行GDS(Global Digital Systems)动三轴试验,得到不同温度、不同荷载工况下影响冻土强度的最不利影响因素组合,探讨了温升和动荷载作用下冻土的动应变、动应力幅值的变化规律。试验结果表明:由同一初始环境负温度进行梯度升温时,同一动应变下,冻土的动应力随梯度升温值的增加而减小,冻土极限破坏动应力随升温梯度值的增加而减小,冻土的动应力-动应变曲线呈抛物线型;-2℃为该路段冻土的高低温界限;对冻土的动应力-动应变关系曲线进行拟合,符合改进的Hardin双曲线模型;冻土的破坏动应力与频率存在线性正相关关系;冻土的动应变受频率的影响明显。该研究结果可为类似地区冻土路段设计、施工及灾害防治提供参考。展开更多
文摘In this study, the thermo-elastic effects of frictional heat generation in a disc brake system due to braking actions were simulated. The mathematical model that defined the problem was developed from the kinetic and potential energies of moving vehicles on the gradient surfaces. This problem was solved for the selected geometry of disc brake and pad with their material properties selected from existing literatures using the finite element method and the computational results were obtained. The thermal deformation obtained was in good agreement with similar literature results. Also, for the same braking period and conditions, the results showed that a vehicle ascending a hill gave a higher temperature rise, Von Mises stress and thermal deformation on brake contact surfaces than when descending hill. Therefore, the braking period required to bring a moving vehicle in ascendent motion to a lower speed is expected to be shorter because of the gravity effect than horizontal motion, while descendent motion requires longer braking period.
文摘青海西部冻土路段公路受温升作用和车辆动荷载的影响,灾害频发,为保障寒区公路的安全运营,开展温升和动荷载作用下冻土的动应力-动应变响应规律研究十分必要。以青海S101公路路段冻土路基土为研究对象,利用正交试验设计方法对冻土进行GDS(Global Digital Systems)动三轴试验,得到不同温度、不同荷载工况下影响冻土强度的最不利影响因素组合,探讨了温升和动荷载作用下冻土的动应变、动应力幅值的变化规律。试验结果表明:由同一初始环境负温度进行梯度升温时,同一动应变下,冻土的动应力随梯度升温值的增加而减小,冻土极限破坏动应力随升温梯度值的增加而减小,冻土的动应力-动应变曲线呈抛物线型;-2℃为该路段冻土的高低温界限;对冻土的动应力-动应变关系曲线进行拟合,符合改进的Hardin双曲线模型;冻土的破坏动应力与频率存在线性正相关关系;冻土的动应变受频率的影响明显。该研究结果可为类似地区冻土路段设计、施工及灾害防治提供参考。
