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A novel asymptotic linear method for micro-pressure wave mitigation at high-speed maglev tunnel exit:A case study with various open ratios on tunnel hoods
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作者 ZHANG Jie ZHANG Mo-lin +2 位作者 HAN Shuai LIU Tang-hong GAO Guang-jun 《Journal of Central South University》 2025年第5期1955-1972,共18页
A high-speed train travelling from the open air into a narrow tunnel will cause the“sonic boom”at tunnel exit.When the maglev train’s speed reaches 600 km/h,the train-tunnel aerodynamic effect is intensified,so a n... A high-speed train travelling from the open air into a narrow tunnel will cause the“sonic boom”at tunnel exit.When the maglev train’s speed reaches 600 km/h,the train-tunnel aerodynamic effect is intensified,so a new mitigation method is urgently expected to be explored.This study proposed a novel asymptotic linear method(ALM)for micro pressure wave(MPW)mitigation to achieve a constant gradient of initial c ompression waves(ICWs),via a study with various open ratios on hoods.The properties of ICWs and MPWs under various open ratios of hoods were analyzed.The results show that as the open ratio increases,the MPW amplitude at the tunnel exit initially decreases before rising.At the open ratio of 2.28%,the slope of the ICW curve is linearly coincident with a supposed straight line in the ALM,which further reduces the MPW amplitude by 26.9%at 20 m and 20.0%at 50 m from the exit,as compared to the unvented hood.Therefore,the proposed method effectively mitigates MPW and quickly determines the upper limit of alleviation for the MPW amplitude at a fixed train-tunnel operation condition.All achievements provide a ne w potential measure for the adaptive design of tunnel hoods. 展开更多
关键词 novel asymptotic linear method high-speed maglev train micro-pressure wave tunnel hood with various open ratios
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A novel refined dynamic model of high-speed maglev train-bridge coupled system for random vibration and running safety assessment 被引量:1
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作者 MAO Jian-feng LI Dao-hang +3 位作者 YU Zhi-wu CAI Wen-feng GUO Wei ZHANG Guang-wen 《Journal of Central South University》 SCIE EI CAS CSCD 2024年第7期2532-2544,共13页
Running safety assessment and tracking irregularity parametric sensitivity analysis of high-speed maglev train-bridge system are of great concern,especially need perfect refinement models in which all properties can b... Running safety assessment and tracking irregularity parametric sensitivity analysis of high-speed maglev train-bridge system are of great concern,especially need perfect refinement models in which all properties can be well characterized based on various stochastic excitations.A three-dimensional refined spatial random vibration analysis model of high-speed maglev train-bridge coupled system is established in this paper,in which multi-source uncertainty excitation can be considered simultaneously,and the probability density evolution method(PDEM)is adopted to reveal the system-specific uncertainty dynamic characteristic.The motion equation of the maglev vehicle model is composed of multi-rigid bodies with a total 210-degrees of freedom for each vehicle,and a refined electromagnetic force-air gap model is used to account for the interaction and coupling effect between the moving train and track beam bridges,which are directly established by using finite element method.The model is proven to be applicable by comparing with Monte Carlo simulation.By applying the proposed stochastic framework to the high maglev line,the random dynamic responses of maglev vehicles running on the bridges are studied for running safety and stability assessment.Moreover,the effects of track irregularity wavelength range under different amplitude and running speeds on the coupled system are investigated.The results show that the augmentation of train speed will move backward the sensitive wavelength interval,and track irregularity amplitude influences the response remarkably in the sensitive interval. 展开更多
关键词 maglev train-bridge interaction electromagnetic force-air gap model stochastic dynamic analysis running safety assessment probability density evolution method
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Coupling vibration analysis of high-speed maglev train-viaduct systems with control loop failure 被引量:5
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作者 GUO Wei CHEN Xue-yuan +7 位作者 YE Yi-tao HU Yao LUO Yi-kai SHAO Ping HUANG Ren-qiang WANG Xu-yixin GUO Zhen TAN Sui 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第8期2771-2790,共20页
The risk of failure of the control loop can occur when a high-speed maglev train runs on viaduct.Meanwhile,the failure of the levitation magnets which balances the gravity of the maglev train could cause the train col... The risk of failure of the control loop can occur when a high-speed maglev train runs on viaduct.Meanwhile,the failure of the levitation magnets which balances the gravity of the maglev train could cause the train collision with track.To study the dynamic response of the train and the viaduct when the levitation magnet control loop failure occurs,a high-speed maglev train-viaduct coupling model,which includes a maglev controller fitted by measured force-gap data and considers the actual structure of train and viaduct,is established.Then the accuracy and effectiveness of the established approach are validated by comparing the computed dynamic responses and frequencies with the measurement results.After that,the dynamic responses of maglev train and viaduct are discussed under normal operation and control loop failures,and the most disadvantageous combination of control loop failures is obtained.The results show that when a single control loop fails,it only has a great influence on the failed electromagnet,and the maglev response of adjacent electromagnets has no obvious change and no collision occurs.But there is a risk of rail collisions when the dual control loop fails. 展开更多
关键词 high-speed maglev train control loop failure coupling vibration maglev control
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A practical robust nonlinear controller for maglev levitation system 被引量:5
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作者 李金辉 李杰 张耿 《Journal of Central South University》 SCIE EI CAS 2013年第11期2991-3001,共11页
In order to explore the precise dynamic response of the maglev train and verify the validity of proposed controller,a maglev guideway-electromagnet-air spring-cabin coupled model is developed in the first step.Based o... In order to explore the precise dynamic response of the maglev train and verify the validity of proposed controller,a maglev guideway-electromagnet-air spring-cabin coupled model is developed in the first step.Based on the coupled model,the stresses of the modules are analyzed,and it is pointed out that the inherent nonlinearity,the inner coupling,misalignments between the sensors and actuators,and external disturbances are the main issues that should be considered for the maglev engineering.Furthermore,a feedback linearization controller based on the mathematical model of a maglev module is derived,in which the nonlinearity,coupling and misalignments are taken into account.Then,to attenuate the effect of external disturbances,a disturbance observer is proposed and the dynamics of the estimation error is analyzed using the input-to-state stability theory.It shows that the error is negligible under a low-frequency disturbance.However,at the high-frequency range,the error is unacceptable and the disturbances can not be compensated in time,which lead to over designed fluctuations of levitation gap,even a clash between the upper surface of electromagnet and lower surface of guideway.To solve this problem,a novel nonlinear acceleration feedback is put forward to enhancing the attenuation ability of fast varying disturbances.Finally,numerical comparisons show that the proposed controller outperforms the traditional feedback linearization controller and maintains good robustness under disturbances. 展开更多
关键词 dynamic robust nonlinear DECOUPLING separation levitation system maglev
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Disturbance decoupled fault diagnosis for sensor fault of maglev suspension system 被引量:6
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作者 李云 李杰 +1 位作者 张耿 田文静 《Journal of Central South University》 SCIE EI CAS 2013年第6期1545-1551,共7页
A disturbance decoupled fault diagnosis strategy is proposed.This disturbance decoupled fault diagnosis is both robust to disturbances and sensitive to sensor faults of magnetic levitation control system.First,a robus... A disturbance decoupled fault diagnosis strategy is proposed.This disturbance decoupled fault diagnosis is both robust to disturbances and sensitive to sensor faults of magnetic levitation control system.First,a robust controller based on a novel disturbance observer is devised to improve the disturbance attenuation ability,which greatly enhances the robustness of the system.Second,a fault reconstruction technique with adaptive method is presented,along with a strict verification for guaranteeing the robustness of fault.This fault reconstruction technique provides an accurate sensor fault reconstruction.From the results of simulation and experiments conducted on the CMS-04 maglev train,the integrated strategy is robust to model uncertainties of the system and the fault reconstruction algorithm is able to reconstruct the dynamic uncertain faults. 展开更多
关键词 maglev system suspension control robust control disturbance observer tault reconstruction
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Saturation influence of control voltage on maglev stationary self-excited vibration 被引量:3
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作者 李金辉 李杰 余佩倡 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第8期1954-1960,共7页
This work addresses the saturation influence of control voltage on the occurring of self-excited vibration of maglev vehicle-bridge interaction system, which greatly degrades the stability of the levitation control, d... This work addresses the saturation influence of control voltage on the occurring of self-excited vibration of maglev vehicle-bridge interaction system, which greatly degrades the stability of the levitation control, decreases the ride comfort, and restricts the cost of the whole system. Firstly, the interaction model of vehicle-bridge system is developed. Based on the interaction model, the relationship between the control voltage and vibration frequency is solved. Then, the variation of the effective direct component and fundamental harmonic are discussed. Furthermore, from the perspective of energy transmission between the levitation system and bridge, the principle underlying the self-excited vibration is explored, and the influence on the stability is discussed. Finally, in terms of the variation of the characteristic roots, the influence is analyzed further and some conclusions are obtained. This study provides a theoretical guidance for mastering the self-excited vibration problems. 展开更多
关键词 maglev LEVITATION SATURATION self-excited vibration
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Levitation mechanism modelling for maglev transportation system 被引量:3
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作者 周海波 段吉安 《Journal of Central South University》 SCIE EI CAS 2010年第6期1230-1237,共8页
A novel maglev transportation system was proposed for large travel range ultra precision motion.The system consists of a levitation subsystem and a propulsion subsystem.During the propulsion subsystem driving the movi... A novel maglev transportation system was proposed for large travel range ultra precision motion.The system consists of a levitation subsystem and a propulsion subsystem.During the propulsion subsystem driving the moving platform along the guideway,the levitation subsystem uses six pairs of electromagnets to steadily suspend the moving platform over the guideway.The model of the levitation system,which is a typical nonlinear multi-input multi-output coupling system and has many inner nonlinear coupling characteristics,was deduced.For testifying the model,the levitation mechanism was firstly controlled by proportional-integral-differential(PID) control,and then a lot of input-output data were collected for model parameter identification.The least-square parameter identification method was used.The identification results prove that the model is feasible and suitable for the real system. 展开更多
关键词 maglev transportation system levitation mechanism MODELING parameters identification
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Self-excited vibration problems of maglev vehicle-bridge interaction system 被引量:12
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作者 李金辉 李杰 +1 位作者 周丹峰 余佩倡 《Journal of Central South University》 SCIE EI CAS 2014年第11期4184-4192,共9页
The self-excited vibration problems of maglev vehicle-bridge interaction system were addressed, which greatly degrades the stability of the levitation control, decreases the ride comfort, and restricts the cost of the... The self-excited vibration problems of maglev vehicle-bridge interaction system were addressed, which greatly degrades the stability of the levitation control, decreases the ride comfort, and restricts the cost of the whole system. Firstly, the coupled model containing the quintessential parts was built, and the mechanism of self-excited vibration was explained in terms of energy transmission from levitation system to bridge. Then, the influences of the parameters of the widely used integral-type proportion and derivation(PD) controller and the delay of signals on the stability of the interaction system were analyzed. The result shows that the integral-type PD control is a nonoptimal approach to solve the self-excited vibration completely. Furthermore, the differential-type PD controller can guarantee the passivity of levitation system at full band. However, the differentiation of levitation gap should be filtered by a low-pass filter due to noise of gap differentiation. The analysis indicates that a well tuned low-pass filter can still keep the coupled system stable. 展开更多
关键词 maglev vehicle-bridge interaction system self-excited vibration energy
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Maglev self-excited vibration suppression with a virtual sky-hooked damper 被引量:1
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作者 李金辉 李杰 +1 位作者 周丹峰 王连春 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第6期1363-1371,共9页
This work addresses the problem of self-excited vibration,which degrades the stability of the levitation control,decreases the ride comfort,and restricts the construction cost of maglev system.Firstly,a minimum model ... This work addresses the problem of self-excited vibration,which degrades the stability of the levitation control,decreases the ride comfort,and restricts the construction cost of maglev system.Firstly,a minimum model containing a flexible bridge and a single levitation unit is presented.Based on the simplified model,the principle underlying the self-excited vibration is explored.After investigations about the energy transmission between the levitation system and bridge,it is concluded that the increment of modal damping can dissipate the accumulated energy by the bridge and the self-excited vibration may be avoided.To enlarge the equivalent modal damping of bridge,the sky-hooked damper is adopted.Furthermore,to avoid the hardware addition of real sky-hooked damper,considering the fact that the electromagnet itself is an excellent actuator that is capable of providing sufficiently fast and large force acting on the bridge to emulate the influence of the real sky-hooked damper,the technique of the virtual sky-hooked damper is proposed.The principle underlying the virtual sky-hooked damper by electromagnet is explored and the vertical velocity of bridge is estimated.Finally,numerical and experimental results illustrating the stability improvement of the vehicle-bridge interaction system are provided. 展开更多
关键词 maglev vehicle-bridge interaction system self-excited vibration sky-hooked damper
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Modeling and simulation of CMS04 maglev train with active controller 被引量:3
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作者 李金辉 周丹峰 +2 位作者 李杰 张耿 余佩倡 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第4期1366-1377,共12页
The application of new-designed levitation controller requires extensive validation prior to enter into commercial service. However, huge mounts of approximations and assumptions lead the theoretical analysis away fro... The application of new-designed levitation controller requires extensive validation prior to enter into commercial service. However, huge mounts of approximations and assumptions lead the theoretical analysis away from the engineering practice. The experimental methods are time-consuming and financial expensive, even unrealizable due to the lack of suitable sensors. Numerical simulations can bridge the gap between the theoretical analysis and experimental techniques. A complete overall dynamic model of maglev levitation system is derived in this work, which includes the simple-supported bridges, the calculation of electromagnetic force with more details, the stress of levitation modules and the cabin. Based on the aforementioned model, it shows that the inherent nonlinearity, inner coupling, misalignments between the sensors and actuators, and self-excited vibration are the main issues that should be considered during the design process of controller. Then, the backstepping controller based on the mathematical model of the module with reasonable simplifications is proposed, and the stability proofs are listed. To show the advantage of controller, two numerical simulation experiments are carried out. Finally, the results illustrating closed-loop performance are provided. 展开更多
关键词 maglev modeling simulation levitation backstepping
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Stability and Hopf Bifurcation of the Maglev System with Delayed Speed Feedback Control 被引量:12
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作者 WANG Hong-Po LI Jie ZHANG Kun 《自动化学报》 EI CSCD 北大核心 2007年第8期829-834,共6页
关键词 延时反馈控制 稳定性 磁力悬浮火车系统 霍普夫分岔 规格化形式
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高速磁浮列车导向系统的优化控制方法 被引量:2
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作者 王志强 郭伟鹏 +3 位作者 桑孜良 李博文 龙志强 李晓龙 《西南交通大学学报》 北大核心 2025年第4期833-841,864,共10页
为进一步优化和改善高速磁浮列车导向系统的控制性能,以高速磁浮列车导向系统为研究对象,在基于搭接结构导向系统的数学模型基础上进行导向控制器的设计和仿真实验;分析高速磁浮列车在通过弯道时的情况,考虑了2种工作条件(磁浮列车以不... 为进一步优化和改善高速磁浮列车导向系统的控制性能,以高速磁浮列车导向系统为研究对象,在基于搭接结构导向系统的数学模型基础上进行导向控制器的设计和仿真实验;分析高速磁浮列车在通过弯道时的情况,考虑了2种工作条件(磁浮列车以不同速度通过弯道、磁浮列车受到不同大小的侧向干扰力)建立考虑扰动的导向系统数学模型,采用线性二次型最优控制方法设计导向系统标称控制器,并利用粒子群优化算法对控制器参数进行优化;建立了导向系统的仿真模型,通过仿真平台分析导向系统在2种特定工作条件下的系统响应,并将优化前后算法进行对比.研究结果表明:1、2、3 kN模拟干扰力情况下,导向间隙波动幅值分别减小9.46%、9.70%、11.82%,相比于优化前的算法,优化后导向系统间隙恢复速度有所提升;优化后的算法在改善列车通过弯道及受到横风干扰时的性能方面均具有一定的提升作用,证明了优化算法的有效性及可靠性. 展开更多
关键词 磁浮列车 导向系统 粒子群 优化控制
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中低速磁浮列车-轨道-T构梁耦合振动 被引量:1
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作者 娄会彬 魏凌云 +3 位作者 彭也也 魏高恒 龚俊虎 赵春发 《铁道建筑》 北大核心 2025年第2期83-88,共6页
为评估中低速磁浮列车在大跨度T构梁上的走行性能,建立了磁浮列车-轨道-T构梁耦合动力学模型。该模型由考虑了PID控制系统的磁浮车辆动力学模型、T构梁和轨道有限元模型组成。基于该模型仿真计算了20~160 km/h速度下磁浮车-轨-桥耦合系... 为评估中低速磁浮列车在大跨度T构梁上的走行性能,建立了磁浮列车-轨道-T构梁耦合动力学模型。该模型由考虑了PID控制系统的磁浮车辆动力学模型、T构梁和轨道有限元模型组成。基于该模型仿真计算了20~160 km/h速度下磁浮车-轨-桥耦合系统的动力学响应,研究了行车速度对车-桥系统动力学响应的影响规律。结果表明:车-桥系统动力学响应均随速度的增大而增大,在160 km/h处取得最大值。梁体和轨排竖向位移随速度变化较小,跨中处梁体最大竖向位移为2.39 mm,梁体竖向加速度最大值为0.14 m/s^(2)。车体前端竖向加速度取得最大值0.49 m/s^(2),悬浮间隙波动量最大值可达2.28 mm。随着速度的增大,车辆乘坐舒适性逐渐降低,但在20~160 km/h范围内磁浮列车运行平稳性等级仍为优。 展开更多
关键词 磁浮列车 电磁悬浮 T构梁 数值仿真 车-桥耦合振动
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列车荷载作用下的磁浮轨道梁响应极值条件 被引量:1
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作者 向活跃 刘科宏 李永乐 《西南交通大学学报》 北大核心 2025年第1期27-34,136,共9页
为研究磁浮轨道梁动力响应的变化规律,将磁浮列车简化为移动的均布荷载,采用解析法得到简支轨道梁动力响应的解析解,并讨论轨道梁最大值随车速、跨度等参数的变化规律,推导磁浮轨道梁动力响应的极值条件,利用有限元方法和车-桥耦合振动... 为研究磁浮轨道梁动力响应的变化规律,将磁浮列车简化为移动的均布荷载,采用解析法得到简支轨道梁动力响应的解析解,并讨论轨道梁最大值随车速、跨度等参数的变化规律,推导磁浮轨道梁动力响应的极值条件,利用有限元方法和车-桥耦合振动方法进行验证.结果表明:列车与轨道梁跨度比值较大时,随列车速度的增加轨道梁跨中最大响应以波动形式增加,最大响应存在极值,轨道梁响应随轨道梁跨度、质量等参数也有类似规律;当车速和跨度的乘积为特定常数,或轨道梁一阶竖弯频率与跨度的乘积为车速特定倍数时,轨道梁产生消振现象. 展开更多
关键词 磁浮轨道梁 动力响应 均布荷载 解析法 消振现象
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优化时间窗改进Dijkstra算法的无人驾驶磁悬浮车路径规划 被引量:1
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作者 古玉锋 凌浩 +1 位作者 赵耀晶 黎程山 《计算机应用研究》 北大核心 2025年第7期2080-2085,共6页
针对无人驾驶磁悬浮车同轨道多车运营及车辆密度大的特点,研究了一种基于优化时间窗改进Dijkstra算法的磁浮车路径规划算法,考虑了路径冲突、调度成本等一系列现实问题,将Dijkstra算法与时间窗相结合,顺序规划各磁浮车的路径。首先,在... 针对无人驾驶磁悬浮车同轨道多车运营及车辆密度大的特点,研究了一种基于优化时间窗改进Dijkstra算法的磁浮车路径规划算法,考虑了路径冲突、调度成本等一系列现实问题,将Dijkstra算法与时间窗相结合,顺序规划各磁浮车的路径。首先,在路径规划前预处理地图信息,根据地图节点生成最短路径索引,按照索引寻找路径。其次,利用时间窗校验路径冲突;然后,对冲突路径具体分析,冲突时间较短的路径通过车辆变速方式实现避让,避免了路径重规划,在无碰撞的基础上订单运行时间得到了优化。最后,利用OpenTCS进行算法仿真。结果表明:优化时间窗后的Dijkstra算法平均执行时间为0.328 ms,车辆每千米运行时间为36.64 s。在无路径冲突的前提下,提高了订单执行的实时性及车辆运行效率,且随着运行里程数的增加,算法的优势越明显,能满足无人驾驶磁悬浮车的无碰撞路径规划要求。 展开更多
关键词 轨道交通 磁悬浮车 智能路径规划 DIJKSTRA算法 优化时间窗
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缓冲结构渐变开孔率对高速磁浮隧道出口微气压波影响 被引量:1
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作者 张洁 郭秉筠 +3 位作者 王崟宇 余越 许澳 韩帅 《铁道科学与工程学报》 北大核心 2025年第5期1912-1922,共11页
列车速度的大幅提升加剧了车-隧耦合气动效应,高速磁浮隧道洞口产生的微气压波强度大幅增大,产生“声爆”现象。因此,当列车速度达到600 km/h及以上时,如何有效降低微气压波成为空气动力学研究人员面临的挑战。开展时速600 km高速磁浮... 列车速度的大幅提升加剧了车-隧耦合气动效应,高速磁浮隧道洞口产生的微气压波强度大幅增大,产生“声爆”现象。因此,当列车速度达到600 km/h及以上时,如何有效降低微气压波成为空气动力学研究人员面临的挑战。开展时速600 km高速磁浮列车通过隧道时产生的微气压波缓解方法研究,在提出的新型渐变开孔-断面扩大型缓冲结构基础上,采用k-ε双方程湍流模型、三维可压缩非定常N-S方程和滑移网格技术,对高速磁浮列车以时速600 km通过2 km的单线隧道进行数值仿真。结合网格无关性以及数值仿真验证,分析4种不同开孔率渐变开孔缓冲结构下初始压缩波的基本特征以及出口处微气压波的变化规律。研究结果表明:当列车驶入渐变开孔-断面扩大型缓冲结构时,由于缓冲结构内部压力大于外部,在压力差的作用下,气流通过透孔流向外部,气流外泄导致在端口处产生的微气压波强度减弱。当渐变开孔-断面扩大型缓冲结构的开孔率分别为7.5%、17.5%和27.5%时,相较于隧道两端口为传统断面扩大型无开孔缓冲结构,隧道出口20 m处的微气压波幅值依次为203.9、148.1和138.0 Pa,分别减缓了51.8%、65.0%和67.4%。随着渐变开孔-断面扩大型缓冲结构开孔率的增加,对于微气压波的缓解效果不断增强,27.5%开孔率下的缓解效果最佳。研究成果可为时速600 km及以上高速磁浮隧道洞口缓冲结构设计提供技术支撑。 展开更多
关键词 开孔率 渐变开孔-断面扩大型缓冲结构 初始压缩波 磁浮列车 微气压波
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T构梁温度和收缩徐变效应对磁浮车-轨-桥耦合振动的影响 被引量:1
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作者 娄会彬 彭也也 +3 位作者 赵春发 冯洋 魏高恒 魏凌云 《铁道建筑》 北大核心 2025年第1期93-98,共6页
T构梁在长期服役过程中易受到温度和收缩徐变效应的影响而发生较大变形,而中低速磁浮交通对轨道梁的变形等要求十分严格。本文建立了细致的T构梁有限元模型及包含PID(Proportional Integral Derivative)反馈控制的6节编组中低速磁浮车... T构梁在长期服役过程中易受到温度和收缩徐变效应的影响而发生较大变形,而中低速磁浮交通对轨道梁的变形等要求十分严格。本文建立了细致的T构梁有限元模型及包含PID(Proportional Integral Derivative)反馈控制的6节编组中低速磁浮车辆动力学模型,仿真计算了考虑T构梁温度和收缩徐变前后,磁浮车辆以20~160 km/h速度通过T构梁时车-轨-桥耦合系统的动力学响应。结果表明:考虑T构梁20℃升温温差和10年收缩徐变后,F轨轨面形成了9.47 mm的静态几何不平顺。磁浮车辆以160 km/h通过T构梁时,F轨竖向振动加速度幅值比不考虑温度、收缩徐变工况下增加显著,增幅为10.0%,轨道梁动挠度和竖向加速度变化甚微,车体竖向加速度增幅为44.2%。车-轨-桥系统动力学响应随车速增加而增大,在160 km/h时取得最大值。梁体最大竖向振动加速度为0.11 m/s^(2),车体最大竖向振动加速度为0.59 m/s~2,悬浮间隙波动幅值达2.53 mm。车辆Sperling平稳性指标随车速提高而增大,最大值为2.42,乘坐舒适性等级仍为优秀。T构梁的温度和收缩徐变主要影响车辆高速运行时的平稳性和舒适性,该T构梁能满足磁浮车辆的安全平稳运营。 展开更多
关键词 T构梁 中低速磁浮车辆 仿真计算 温度和收缩徐变效应 耦合振动
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超导电动悬浮列车明线气动特性及其对悬浮状态的影响 被引量:1
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作者 赵春发 李煜寒 +3 位作者 彭也也 杨晶 宁晓芳 冯洋 《西南交通大学学报》 北大核心 2025年第4期793-802,共10页
超导电动悬浮列车设计速度达到600 km/h,车体附近流动加剧,受到的气动荷载也急剧增加.为研究超导电动悬浮列车气动荷载作用下车辆的悬浮状态,基于有限元方法,采用SST k-ω湍流模型计算并分析某型磁浮列车明线工况下的气动特性;并基于气... 超导电动悬浮列车设计速度达到600 km/h,车体附近流动加剧,受到的气动荷载也急剧增加.为研究超导电动悬浮列车气动荷载作用下车辆的悬浮状态,基于有限元方法,采用SST k-ω湍流模型计算并分析某型磁浮列车明线工况下的气动特性;并基于气动特性提出一种分部件提取气动荷载及加载方式,可以更为真实地反映气动荷载作用下的动力学响应.磁浮列车气动特性结果表明:U型轨道较大程度限制车体附近流动,尾涡在U型轨内部需要较长距离耗散;磁浮列车悬浮架与轨道间横向间隙变化使得悬浮架底部出现负压,以600km/h速度为例,整体提取头车及中间车为升力,尾车则为下压力;分部件提取三车体均为升力,且升力幅值从大到小依次为头车、尾车、中间车,悬浮架受到下压力且一位及四位悬浮架压力幅值大于二位及三位悬浮架;2种提取方式的气动荷载合力相同,但分部件提取时,仅车体气动升力幅值达到整体提取方式的约5倍.气动荷载作用下车辆动力学结果表明:气动荷载对悬浮架位移影响较为有限,最大高度变化量不超过7mm,且不同加载方式下几乎无差异;2种加载方式对动力学影响的区别主要反映于空簧受力变化量,分部件加载方式下空簧力最大为整体加载方式空簧力的2.86倍. 展开更多
关键词 磁浮列车 计算流体力学(CFD) 气动荷载 动力学特性
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新型板式高速磁浮轨道疲劳试验研究
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作者 陈嵘 王巍钦 +4 位作者 陈治朱 朱翔宇 徐舟 蔡文锋 刘凯 《铁道工程学报》 北大核心 2025年第1期20-25,共6页
研究目的:高速磁浮轨道在长期运营时受列车、环境等荷载影响,会产生桥梁变形和地基沉降等问题,轨道平顺性降低,同时高速磁浮轨道结构几何形位难以调整且维修不便,致使列车运营安全性降低。本研究借鉴无砟轨道CRTSⅢ型板式结构,设置自密... 研究目的:高速磁浮轨道在长期运营时受列车、环境等荷载影响,会产生桥梁变形和地基沉降等问题,轨道平顺性降低,同时高速磁浮轨道结构几何形位难以调整且维修不便,致使列车运营安全性降低。本研究借鉴无砟轨道CRTSⅢ型板式结构,设置自密实混凝土层作为调整层,制作单元轨道结构试件并开展300万次列车荷载疲劳试验,研究结构应变变化与功能件位移、加速度变化。研究结论:(1)随着加载次数增加,轨道板横向、纵向应变和调整层表面应变均先剧烈变化后趋于稳定,轨道板横向应变拉、压应变最终稳定在[15,30]με、[20,30]με,纵向应变拉、压应变最终稳定在[5,15]με、[15,25]με;混凝土自密实层表面应变拉、压应变最终稳定在[5,15]με、[15,30]με;(2)功能件位移最值0.15 mm,加速度最值约0.23 m/s^(2),存在较大安全余量;(3)300万次疲劳荷载作用下轨道结构应变水平稳定,无结构破坏现象,新型板式高速磁浮轨道能较好适应列车荷载;(4)本研究可为高速磁浮轨道梁结构优化设计提供参考。 展开更多
关键词 高速磁浮 轨道梁 疲劳试验 疲劳性能
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基于数据驱动的磁悬浮列车悬浮系统参数辨识及控制
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作者 陈琛 徐俊起 +2 位作者 王文 李红梅 宋一锋 《铁道学报》 北大核心 2025年第7期40-51,共12页
悬浮系统是保证磁悬浮列车无接触运行的关键设备之一,在强受扰工况下存在难以及时响应气隙变化而发生“砸轨”或“掉点”的风险,因此有必要对其进行实时监测和控制优化。以单电磁铁悬浮系统为研究对象,构建基于电流控制的二阶机理模型;... 悬浮系统是保证磁悬浮列车无接触运行的关键设备之一,在强受扰工况下存在难以及时响应气隙变化而发生“砸轨”或“掉点”的风险,因此有必要对其进行实时监测和控制优化。以单电磁铁悬浮系统为研究对象,构建基于电流控制的二阶机理模型;以中低速磁悬浮车单点悬浮试验台为试验基础,设计PID控制器实现闭环反馈控制,利用实时仿真系统dSPACE采集运行数据对试验台关键参数辨识,并通过仿真对比经典最小二乘法与三类改进粒子群优化方案;引入强化Q学习方法设计自适应悬浮控制器,应用Bellman最优跟踪控制方程对闭环运行数据进行实时评估,以评估矩阵改进控制参数。基于值迭代(VI)策略循环评估和改进步骤,直至收敛于最优控制律。研究结果表明,基于线性变化加速因子的PSO辨识结果最准确。应用此方案辨识试验台参数,并搭建其对应的精准仿真模型,可用于可靠控制器设计。仿真及试验结果表明:所设计的PID-QL控制算法在空载、加载800 N和加载1 600 N工况下比PID抗扰性更强。 展开更多
关键词 磁悬浮列车 悬浮控制系统 数据驱动 PSO PID-QL
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