During the operation of sandy railways, the challenge posed by wind-blown sand is a persistent issue. An in-depth study on the influence of wind-blown sand content on the macroscopic and microscopic mechanical propert...During the operation of sandy railways, the challenge posed by wind-blown sand is a persistent issue. An in-depth study on the influence of wind-blown sand content on the macroscopic and microscopic mechanical properties of the ballast bed is of great significance for understanding the potential problems of sandy railways and proposing reasonable and adequate maintenance and repair strategies. Building upon existing research, this study proposes a new assessment indicator for sand content. Utilizing the discrete element method(DEM) and fully considering the complex interactions between ballast and sand particles, three-dimensional(3D) multi-scale analysis models of sandy ballast beds with different wind-blown sand contents are established and validated through field experiments. The effects of varying wind-blown sand content on the microscopic contact distribution and macroscopic mechanical behavior(such as resistance and support stiffness) of ballast beds are carefully analyzed. The results show that with the increase in sand content, the average contact force and coordination number between ballast particles gradually decrease, and the disparity in contact forces between different layers of the ballast bed diminishes. The longitudinal and lateral resistance of the ballast bed initially decreases and then increases, with a critical point at 10% sand content. At 15% sand content, the lateral resistance is mainly shared by the ballast shoulder. The longitudinal resistance sharing ratio is always the largest on the sleeper side, followed by that at the sleeper bottom, and the smallest on the ballast shoulder. When the sand content exceeds 10%, the contribution of sand particles to stiffness significantly increases, leading to an accelerated growth rate of the overall support stiffness of the ballast bed, which is highly detrimental to the long-term service performance of the ballast bed. In conclusion, it is recommended that maintenance and repair operations should be promptly conducted when the sand content of the ballast bed reaches or exceeds 10%.展开更多
To solve the problems of blindness and inefficiency existing in the determination of meso-level mechanical parameters of particle flow code (PFC) models, we firstly designed and numerically carried out orthogonal test...To solve the problems of blindness and inefficiency existing in the determination of meso-level mechanical parameters of particle flow code (PFC) models, we firstly designed and numerically carried out orthogonal tests on rock samples to investigate the correlations between macro-and meso-level mechanical parameters of rock-like bonded granular materials. Then based on the artificial intelligent technology, the intelligent prediction systems for nine meso-level mechanical parameters of PFC models were obtained by creating, training and testing the prediction models with the set of data got from the orthogonal tests. Lastly the prediction systems were used to predict the meso-level mechanical parameters of one kind of sandy mudstone, and according to the predicted results the macroscopic properties of the rock were obtained by numerical tests. The maximum relative error between the numerical test results and real rock properties is 3.28% which satisfies the precision requirement in engineering. It shows that this paper provides a fast and accurate method for the determination of meso-level mechanical parameters of PFC models.展开更多
针对1561铝合金的应用需求,开展1561铝合金双丝冷金属过渡焊接(Cold Metal Transfer Welding, CMT)工艺试验。对试验材料、装配要求、焊缝质量要求和作业要求进行论述,并从目视检测、渗透检测、断面宏观检验、常规力学性能、耐腐蚀性能...针对1561铝合金的应用需求,开展1561铝合金双丝冷金属过渡焊接(Cold Metal Transfer Welding, CMT)工艺试验。对试验材料、装配要求、焊缝质量要求和作业要求进行论述,并从目视检测、渗透检测、断面宏观检验、常规力学性能、耐腐蚀性能和疲劳性能等方面对1561铝合金双丝CMT试验结果进行分析。试验结果表明,1561铝合金双丝CMT工艺性能优良,可满足技术指标要求。展开更多
为估算验证橡胶衬套的力学性能,以促进衬套对车辆性能影响研究工作的有效开展,将轿车麦弗逊悬架的衬套作为研究对象,先推导相关应变能密度函数方程,再采用Yeoh,Van der Waals,Ogden(N=3)方程为主的多种本构模型,对衬套NR55橡胶进行材料...为估算验证橡胶衬套的力学性能,以促进衬套对车辆性能影响研究工作的有效开展,将轿车麦弗逊悬架的衬套作为研究对象,先推导相关应变能密度函数方程,再采用Yeoh,Van der Waals,Ogden(N=3)方程为主的多种本构模型,对衬套NR55橡胶进行材料力学性能估算并与其基础试验结果作对比验证,确定Ogden(N=3)方程为衬套结构力学性能估算的较优本构模型.设定多材料系数μ1,μ2,μ3,α1,α2,α3为优化变量并赋初值,初步估算衬套结构力学性能并分析与结构试验结果的一致性,优化目标是"面积重合"和"位移相等"的四类函数,选择自适应响应面法,经过10次迭代,识别出一组能较好估算衬套结构力学性能的本构模型方程系数值.利用最后一次估算值,求解拟合出新曲线,与基础试验估算拟合曲线、结构试验本身刚度曲线进行比较后发现,径(轴)向的刚度值误差均在9.1%以内,考虑各种因素,工程上属可接受范围,说明所述方法可行,能被推广.展开更多
基金supported by the National Natural Science Foundation of China (Grant No. 52372425)the Fundamental Research Funds for the Central Universities (Science and Technology Leading Talent Team Poject) Grant No. 2022JBXT010。
文摘During the operation of sandy railways, the challenge posed by wind-blown sand is a persistent issue. An in-depth study on the influence of wind-blown sand content on the macroscopic and microscopic mechanical properties of the ballast bed is of great significance for understanding the potential problems of sandy railways and proposing reasonable and adequate maintenance and repair strategies. Building upon existing research, this study proposes a new assessment indicator for sand content. Utilizing the discrete element method(DEM) and fully considering the complex interactions between ballast and sand particles, three-dimensional(3D) multi-scale analysis models of sandy ballast beds with different wind-blown sand contents are established and validated through field experiments. The effects of varying wind-blown sand content on the microscopic contact distribution and macroscopic mechanical behavior(such as resistance and support stiffness) of ballast beds are carefully analyzed. The results show that with the increase in sand content, the average contact force and coordination number between ballast particles gradually decrease, and the disparity in contact forces between different layers of the ballast bed diminishes. The longitudinal and lateral resistance of the ballast bed initially decreases and then increases, with a critical point at 10% sand content. At 15% sand content, the lateral resistance is mainly shared by the ballast shoulder. The longitudinal resistance sharing ratio is always the largest on the sleeper side, followed by that at the sleeper bottom, and the smallest on the ballast shoulder. When the sand content exceeds 10%, the contribution of sand particles to stiffness significantly increases, leading to an accelerated growth rate of the overall support stiffness of the ballast bed, which is highly detrimental to the long-term service performance of the ballast bed. In conclusion, it is recommended that maintenance and repair operations should be promptly conducted when the sand content of the ballast bed reaches or exceeds 10%.
基金the National Natural Science Foundation of China (Nos. 50674083 and 51074162) for its financial support
文摘To solve the problems of blindness and inefficiency existing in the determination of meso-level mechanical parameters of particle flow code (PFC) models, we firstly designed and numerically carried out orthogonal tests on rock samples to investigate the correlations between macro-and meso-level mechanical parameters of rock-like bonded granular materials. Then based on the artificial intelligent technology, the intelligent prediction systems for nine meso-level mechanical parameters of PFC models were obtained by creating, training and testing the prediction models with the set of data got from the orthogonal tests. Lastly the prediction systems were used to predict the meso-level mechanical parameters of one kind of sandy mudstone, and according to the predicted results the macroscopic properties of the rock were obtained by numerical tests. The maximum relative error between the numerical test results and real rock properties is 3.28% which satisfies the precision requirement in engineering. It shows that this paper provides a fast and accurate method for the determination of meso-level mechanical parameters of PFC models.
文摘针对1561铝合金的应用需求,开展1561铝合金双丝冷金属过渡焊接(Cold Metal Transfer Welding, CMT)工艺试验。对试验材料、装配要求、焊缝质量要求和作业要求进行论述,并从目视检测、渗透检测、断面宏观检验、常规力学性能、耐腐蚀性能和疲劳性能等方面对1561铝合金双丝CMT试验结果进行分析。试验结果表明,1561铝合金双丝CMT工艺性能优良,可满足技术指标要求。
文摘为估算验证橡胶衬套的力学性能,以促进衬套对车辆性能影响研究工作的有效开展,将轿车麦弗逊悬架的衬套作为研究对象,先推导相关应变能密度函数方程,再采用Yeoh,Van der Waals,Ogden(N=3)方程为主的多种本构模型,对衬套NR55橡胶进行材料力学性能估算并与其基础试验结果作对比验证,确定Ogden(N=3)方程为衬套结构力学性能估算的较优本构模型.设定多材料系数μ1,μ2,μ3,α1,α2,α3为优化变量并赋初值,初步估算衬套结构力学性能并分析与结构试验结果的一致性,优化目标是"面积重合"和"位移相等"的四类函数,选择自适应响应面法,经过10次迭代,识别出一组能较好估算衬套结构力学性能的本构模型方程系数值.利用最后一次估算值,求解拟合出新曲线,与基础试验估算拟合曲线、结构试验本身刚度曲线进行比较后发现,径(轴)向的刚度值误差均在9.1%以内,考虑各种因素,工程上属可接受范围,说明所述方法可行,能被推广.
