The 20,000-ton combined train running has greatly promoted China’s heavy-haul railway transportation capability. The application of controllable train-tail devices could improve the braking wave of the train and brak...The 20,000-ton combined train running has greatly promoted China’s heavy-haul railway transportation capability. The application of controllable train-tail devices could improve the braking wave of the train and braking synchronism, and alleviate longitudinal impulse.However, the characteristics of the controllable train-tail device such as exhaust area, exhaust duration and exhaust action time are not uniform in practice, and their effects on the longitudinal impulse of the train are not apparent,which is worth studying. In this work, according to the formation of the Datong-Qinhuangdao Railway, the train air brake and longitudinal dynamics simulation system(TABLDSS) is applied to establish a 20,000-ton combined train model with the controllable train-tail device, and the braking characteristics and the longitudinal impulse of the train are calculated synchronously with changing the air exhaust time, exhaust area, and action lag time under initial braking. The results show that the maximum coupler force of the combined train will decrease with the extension of the continuous exhaust time, while the total exhaust time of the controllable train-tail device remains unchanged;the maximum coupler force of the combined train reduces by32.5% with the exhaust area increasing from 70% to 140%;when the lag time between the controllable train-tail device and the master locomotive is more than 1.5 s, the maximum coupler force of the train increases along with the time difference enlargement.展开更多
Bogies are responsible for a significant amount of aerodynamic resistance and noise,both of which negatively affect high-speed train performance and passenger comfort.In the present study,the passive control method is...Bogies are responsible for a significant amount of aerodynamic resistance and noise,both of which negatively affect high-speed train performance and passenger comfort.In the present study,the passive control method is applied in designing the bogie cabins of a high-speed train to improve its aerodynamic characteristics.Two passive control measures are introduced,namely,adding a spoiler and creating diversion grooves near the bogie cabins.Furthermore,the aerodynamic and aeroacoustic characteristics of a high-speed train operating at 350 km/h under different control strategies are numerically investigated using the improved-delayed-detached-eddy simulation(IDDES)and the acoustic finite element method(FEM).The impacts of passive control devices on drag reduction,slipstream,and aerodynamic noise are presented and discussed.Numerical results reveal that the passive control devices have a major effect on the slipstream around the train.The amplitude of the fluctuating pressure is higher in the first half of the train than in the second half.The first bogie has the maximum amplitude of the acoustic pressure for both the train with and without passive devices.In the far field,the spoiler installation and placement of the diversion grooves in the front of the bogie cabin can significantly reduce aerodynamic drag and noise.Hence,as shown in this study,using passive control methods to improve the aerodynamic and aeroacoustic properties of high-speed trains can be a viable option.展开更多
Urban rail trains have undergone rapid development in recent years due to their punctuality,high capacity and energy efficiency.Urban trains require frequent start/stop operations and are,therefore,prone to high energ...Urban rail trains have undergone rapid development in recent years due to their punctuality,high capacity and energy efficiency.Urban trains require frequent start/stop operations and are,therefore,prone to high energy losses.As trains have high inertia,the energy that can be recovered from braking comes in short bursts of high power.To effectively recover such braking energy,an onboard supercapacitor system based on a radial basis function neural networkbased sliding mode control system is proposed,which provides robust adaptive performance.The supercapacitor energy storage system is connected to a bidirectional DC/DC converter to provide traction energy or absorb regenerative braking energy.In the Boost and Buck modes,the state-space averaging method is used to establish a model and perform exact linearization.An adaptive sliding mode controller is designed,and simulation results show that it can effectively solve the problems of low energy utilization and large voltage fluctuations in urban rail electricity grids,and maximise the recovery and utilization of regenerative braking energy.展开更多
The major problems existing in the derailment studies are summarized according to analysis of the research status about train derailment in China and other countries of the world.(1) The current criteria for preventin...The major problems existing in the derailment studies are summarized according to analysis of the research status about train derailment in China and other countries of the world.(1) The current criteria for preventing derailment cannot assure that derailment will not occur.(2) It is not clear for train derailment mechanism.(3) There exist three fundamental problems in the calculation of train derailment as follows: ① The connecting condition of displacement between wheel and rail cannot be satisfied in establishment and solution of vibration equation group of train-track(bridge) time-variant system.② Only the lateral track irregularity is regarded as the exciting source of lateral vibration of train-track(bridge) time-variant system.The true exciting source,i.e.the wheel and rail contact status is neglected.③ The random lateral vibration of train-track (bridge) time-variant system is analyzed according to the random track irregularity and analysis theory of random vibration of time-invariant system.But the maximum responses of lateral vibration of train-track(bridge) time-variant system cannot be calculated,and furthermore train deraiment cannot be forecasted.The thinking and methods for solving these problems are also introduced.The train derailment mechanism,which is the result of losing stability in lateral vibration status of train-track(bridge) time-variant system,is proposed for the first time by analysis of characteristics of self-excitation of train vibration and losing stability in self-excitation vibration status of train derailment.So the key to analyzing train derailment is to analyze the stability of lateral vibration of train-track(bridge) time-variant system.The following conclusions are made by summarizing the existing analysis theory of stability of static and dynamic system.(1) Because of the characteristics of time-variant and self-excitation of train-track(bridge) system,the stability of lateral vibration of the system cannot directly be analyzed by the existing analysis theory of stability of static and dynamic system.(2) The common point of the existing analysis theory of stability of static and dynamic system is that the stability of static and dynamic system is evaluated by the comparison between the resisting force increment(or the increment of the work done by the resisting force) and the load increment(or the increment of the input energy) after the system status produces excursion.(3) Because of the characteristic of selfexcitation of lateral vibration of train-track(bridge) system,both of the load and resisting force of lateral vibration of the system is not clear.So the stability of lateral vibration status of the system must be evaluated by the increment criterion of the work done by the resisting force and the input energy,and not by the increment criterion of resisting force and load.The condition for the stability of the lateral vibration of train-track(bridge) system and no derailment of the train is put forward according to the concept that the Tacoma cable bridge will lose stability in self-excitation vibration status under the action of wind when the input energy accumulated in the course of vibration reaches the work done by the limited resisting force.That is,the work done by the limited resisting force is larger than the maximum input energy.A set of theory for random energy analysis of train derailment is proposed.And the main contents are as below.(1) Taking into account the connecting condition of wheel-rail displacement and the influence of the clearance between wheel flange and gauge line,the matrix equation of the spatial vibration of train-track (bridge) system is established to calculate the whole course of train derailment.(2) The geometric criterion of train derailment is established.(3) The method for calculating the whole course of train derailment is put forward.(4) The vibration responses of the whole course of train derailment are calculated.The relationship curve between the work done by the limited resisting force of the lateral vibration of the system and train speed is gained.And the increment expression of the work done by the limited resisting force of the lateral vibration of the system is also obtained.(5) The method for calculating the increment of the maximum input energy of the lateral vibration of the system is put forward.(6) The energy increment criteria for determining the stability status of the lateral vibration of the system and train derailment is established.The bogie frame hunting wave of a freight train on Beijing-Tonghua railway line is measured and the relationship curve between the standard deviation of the bogie frame hunting wave of the empty car and train speed is gained.The bogie frame hunting wave of a high-speed train on Qinhuangdao-Shenyang railway line for passenger traffic is also measured and the relationship curve between the standard deviation of the bogie frame hunting wave of the high speed train and train speed is obtained.A set of software TDAS v1.0 for analyzing train derailment with property right is independently developed based on the theory of random energy analysis for train derailment.According to the software,a grave derailment accident of number 33117 freight train on Changchun-tumen railway line is analyzed.Safety analyses are made of trains running on six bridges such as Nanjing Yangtz river bridge etc.with their lateral vibration amplitudes exceeding specifications.And derailment controlling of high speed trains running on supper major bridges such as Tianxinzhou combined highway and railway bridge,Hujiawan bridge and Hengyang-Xiangjiang bridge etc.on Wuhan-guangzhou railway line for passenger traffic is analyzed.All of the analysis results mentioned above have been applied by the corresponding railway departments.The preventive measures against derailment and methods for stipulating preventive standard against derailment are proposed.A derailment warning device is invented a national patent is also gained.To counter train derailment under normal condition of train operation,i.e.undefined derailment,the technical principle for a warning system against derailment is proposed.展开更多
针对过程控制实训课程特点,选用GE智能平台PAC Systems RX3i和i FIX软件设计开发了一套工业过程控制实训装置,实现了温度、压力、流量、液位4个基本模拟量的实训和上位机监控等功能。试验结果表明系统运行稳定,操作简单,获得了较好的实...针对过程控制实训课程特点,选用GE智能平台PAC Systems RX3i和i FIX软件设计开发了一套工业过程控制实训装置,实现了温度、压力、流量、液位4个基本模拟量的实训和上位机监控等功能。试验结果表明系统运行稳定,操作简单,获得了较好的实训效果。展开更多
基金China National Railway Group Co.,Ltd(N2020J037).
文摘The 20,000-ton combined train running has greatly promoted China’s heavy-haul railway transportation capability. The application of controllable train-tail devices could improve the braking wave of the train and braking synchronism, and alleviate longitudinal impulse.However, the characteristics of the controllable train-tail device such as exhaust area, exhaust duration and exhaust action time are not uniform in practice, and their effects on the longitudinal impulse of the train are not apparent,which is worth studying. In this work, according to the formation of the Datong-Qinhuangdao Railway, the train air brake and longitudinal dynamics simulation system(TABLDSS) is applied to establish a 20,000-ton combined train model with the controllable train-tail device, and the braking characteristics and the longitudinal impulse of the train are calculated synchronously with changing the air exhaust time, exhaust area, and action lag time under initial braking. The results show that the maximum coupler force of the combined train will decrease with the extension of the continuous exhaust time, while the total exhaust time of the controllable train-tail device remains unchanged;the maximum coupler force of the combined train reduces by32.5% with the exhaust area increasing from 70% to 140%;when the lag time between the controllable train-tail device and the master locomotive is more than 1.5 s, the maximum coupler force of the train increases along with the time difference enlargement.
基金This work was supported by the Youth Innovation Promotion Association of the Chinese Academy of Sciences (Grant No. 2019020)the Strategic Priority Research Program of the Chinese Academy of Sciences (Class B) (Grant No. XDB22020000)Informatization Plan of the Chinese Academy of Sciences (Grant No. XXH13506-204).
文摘Bogies are responsible for a significant amount of aerodynamic resistance and noise,both of which negatively affect high-speed train performance and passenger comfort.In the present study,the passive control method is applied in designing the bogie cabins of a high-speed train to improve its aerodynamic characteristics.Two passive control measures are introduced,namely,adding a spoiler and creating diversion grooves near the bogie cabins.Furthermore,the aerodynamic and aeroacoustic characteristics of a high-speed train operating at 350 km/h under different control strategies are numerically investigated using the improved-delayed-detached-eddy simulation(IDDES)and the acoustic finite element method(FEM).The impacts of passive control devices on drag reduction,slipstream,and aerodynamic noise are presented and discussed.Numerical results reveal that the passive control devices have a major effect on the slipstream around the train.The amplitude of the fluctuating pressure is higher in the first half of the train than in the second half.The first bogie has the maximum amplitude of the acoustic pressure for both the train with and without passive devices.In the far field,the spoiler installation and placement of the diversion grooves in the front of the bogie cabin can significantly reduce aerodynamic drag and noise.Hence,as shown in this study,using passive control methods to improve the aerodynamic and aeroacoustic properties of high-speed trains can be a viable option.
基金the Science and Technology Project of Henan Province under Grant No.14210221036.
文摘Urban rail trains have undergone rapid development in recent years due to their punctuality,high capacity and energy efficiency.Urban trains require frequent start/stop operations and are,therefore,prone to high energy losses.As trains have high inertia,the energy that can be recovered from braking comes in short bursts of high power.To effectively recover such braking energy,an onboard supercapacitor system based on a radial basis function neural networkbased sliding mode control system is proposed,which provides robust adaptive performance.The supercapacitor energy storage system is connected to a bidirectional DC/DC converter to provide traction energy or absorb regenerative braking energy.In the Boost and Buck modes,the state-space averaging method is used to establish a model and perform exact linearization.An adaptive sliding mode controller is designed,and simulation results show that it can effectively solve the problems of low energy utilization and large voltage fluctuations in urban rail electricity grids,and maximise the recovery and utilization of regenerative braking energy.
文摘The major problems existing in the derailment studies are summarized according to analysis of the research status about train derailment in China and other countries of the world.(1) The current criteria for preventing derailment cannot assure that derailment will not occur.(2) It is not clear for train derailment mechanism.(3) There exist three fundamental problems in the calculation of train derailment as follows: ① The connecting condition of displacement between wheel and rail cannot be satisfied in establishment and solution of vibration equation group of train-track(bridge) time-variant system.② Only the lateral track irregularity is regarded as the exciting source of lateral vibration of train-track(bridge) time-variant system.The true exciting source,i.e.the wheel and rail contact status is neglected.③ The random lateral vibration of train-track (bridge) time-variant system is analyzed according to the random track irregularity and analysis theory of random vibration of time-invariant system.But the maximum responses of lateral vibration of train-track(bridge) time-variant system cannot be calculated,and furthermore train deraiment cannot be forecasted.The thinking and methods for solving these problems are also introduced.The train derailment mechanism,which is the result of losing stability in lateral vibration status of train-track(bridge) time-variant system,is proposed for the first time by analysis of characteristics of self-excitation of train vibration and losing stability in self-excitation vibration status of train derailment.So the key to analyzing train derailment is to analyze the stability of lateral vibration of train-track(bridge) time-variant system.The following conclusions are made by summarizing the existing analysis theory of stability of static and dynamic system.(1) Because of the characteristics of time-variant and self-excitation of train-track(bridge) system,the stability of lateral vibration of the system cannot directly be analyzed by the existing analysis theory of stability of static and dynamic system.(2) The common point of the existing analysis theory of stability of static and dynamic system is that the stability of static and dynamic system is evaluated by the comparison between the resisting force increment(or the increment of the work done by the resisting force) and the load increment(or the increment of the input energy) after the system status produces excursion.(3) Because of the characteristic of selfexcitation of lateral vibration of train-track(bridge) system,both of the load and resisting force of lateral vibration of the system is not clear.So the stability of lateral vibration status of the system must be evaluated by the increment criterion of the work done by the resisting force and the input energy,and not by the increment criterion of resisting force and load.The condition for the stability of the lateral vibration of train-track(bridge) system and no derailment of the train is put forward according to the concept that the Tacoma cable bridge will lose stability in self-excitation vibration status under the action of wind when the input energy accumulated in the course of vibration reaches the work done by the limited resisting force.That is,the work done by the limited resisting force is larger than the maximum input energy.A set of theory for random energy analysis of train derailment is proposed.And the main contents are as below.(1) Taking into account the connecting condition of wheel-rail displacement and the influence of the clearance between wheel flange and gauge line,the matrix equation of the spatial vibration of train-track (bridge) system is established to calculate the whole course of train derailment.(2) The geometric criterion of train derailment is established.(3) The method for calculating the whole course of train derailment is put forward.(4) The vibration responses of the whole course of train derailment are calculated.The relationship curve between the work done by the limited resisting force of the lateral vibration of the system and train speed is gained.And the increment expression of the work done by the limited resisting force of the lateral vibration of the system is also obtained.(5) The method for calculating the increment of the maximum input energy of the lateral vibration of the system is put forward.(6) The energy increment criteria for determining the stability status of the lateral vibration of the system and train derailment is established.The bogie frame hunting wave of a freight train on Beijing-Tonghua railway line is measured and the relationship curve between the standard deviation of the bogie frame hunting wave of the empty car and train speed is gained.The bogie frame hunting wave of a high-speed train on Qinhuangdao-Shenyang railway line for passenger traffic is also measured and the relationship curve between the standard deviation of the bogie frame hunting wave of the high speed train and train speed is obtained.A set of software TDAS v1.0 for analyzing train derailment with property right is independently developed based on the theory of random energy analysis for train derailment.According to the software,a grave derailment accident of number 33117 freight train on Changchun-tumen railway line is analyzed.Safety analyses are made of trains running on six bridges such as Nanjing Yangtz river bridge etc.with their lateral vibration amplitudes exceeding specifications.And derailment controlling of high speed trains running on supper major bridges such as Tianxinzhou combined highway and railway bridge,Hujiawan bridge and Hengyang-Xiangjiang bridge etc.on Wuhan-guangzhou railway line for passenger traffic is analyzed.All of the analysis results mentioned above have been applied by the corresponding railway departments.The preventive measures against derailment and methods for stipulating preventive standard against derailment are proposed.A derailment warning device is invented a national patent is also gained.To counter train derailment under normal condition of train operation,i.e.undefined derailment,the technical principle for a warning system against derailment is proposed.