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High-speed tracked vehicle model order reduction for static and dynamic simulations
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作者 Luca Dimauro Simone Venturini +2 位作者 Antonio Tota Enrico Galvagno Mauro Velardocchia 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2024年第8期89-110,共22页
In this paper, a model order reduction strategy is adopted for the static and dynamic behaviour simulation of a high-speed tracked vehicle. The total number of degree of freedom of the structure is condensed through a... In this paper, a model order reduction strategy is adopted for the static and dynamic behaviour simulation of a high-speed tracked vehicle. The total number of degree of freedom of the structure is condensed through a selection of interface degrees of freedom and significant global mode shapes, for an approximated description of vehicle dynamic behaviour. The methodology is implemented in a customised open-source software to reduce the computational efforts. The modelled tracked vehicle includes the sprung mass, the unsprung masses, connected by means of torsional bars, and all the track assemblies, composing the track chain. The proposed research activity presents a comprehensive investigation of the influence of the track chain, combined with longitudinal vehicle speed, on statics and vehicle dynamics, focusing on vertical dynamics. The vehicle response has been investigated both in frequency and time domain. In this last case road-wheel displacements are assumed as inputs for the model, under different working conditions, hence considering several road profiles with different amplitudes and characteristic excitation frequencies. Simulation results have proven a high fidelity in model order reduction approach and a significant contribution of the track chain in the global dynamic behaviour of the tracked vehicle. 展开更多
关键词 tracked vehicle dynamics Rubber characteristics Component mode synthesis Modal analysis OPEN-SOURCE
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Dynamic Simulation of Tracked Vehicle Using the DADS Software 被引量:1
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作者 郭军 王申申 李晓雷 《Journal of Beijing Institute of Technology》 EI CAS 2001年第4期370-375,共6页
The track model used in the dynamic analysis and design system software is investigated. A home made tank is taken as an example to illustrate the method for modeling an integral tracked vehicle and perform the dynam... The track model used in the dynamic analysis and design system software is investigated. A home made tank is taken as an example to illustrate the method for modeling an integral tracked vehicle and perform the dynamic simulation. The obtained results have demonstrated that the simulation method has the advantage of high efficiency, more convenience and more insight into the dynamical behavior of the system. 展开更多
关键词 DADS software tracked vehicle dynamic simulation
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Train–track coupled dynamics analysis:system spatial variation on geometry,physics and mechanics 被引量:10
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作者 Lei Xu Wanming Zhai 《Railway Engineering Science》 2020年第1期36-53,共18页
This paper aims to clarify the influence of system spatial variability on train–track interaction from perspectives of stochastic analysis and statistics.Considering the spatial randomness of system properties in geo... This paper aims to clarify the influence of system spatial variability on train–track interaction from perspectives of stochastic analysis and statistics.Considering the spatial randomness of system properties in geometry,physics and mechanics,the primary work is therefore simulating the uncertainties realistically,representatively and efficiently.With regard to the track irregularity simulation,a model is newly developed to obtain random sample sets of track irregularities by transforming its power spectral density function into the equivalent track quality index for representation based on the discrete Parseval theorem,where the correlation between various types of track irregularities is accounted for.To statistically clarify the uncertainty of track properties in physics and mechanics in space,a model combining discrete element method and finite element method is developed to obtain the spatially varied track parametric characteristics,e.g.track stiffness and density,through which the highly expensive experiments in situ can be avoided.Finally a train–track stochastic analysis model is formulated by integrating the system uncertainties into the dynamics model.Numerical examples have validated the accuracy and efficiency of this model and illustrated the effects of system spatial variability on train–track vibrations comprehensively. 展开更多
关键词 Railway engineering Stochastic dynamic analysis Train-track interaction vehicle-track couplED dynamics track IRREGULARITIES Longitudinal INHOMOGENEITY
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Dynamic Motion Resistance for Tracked Vehicle
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作者 Kai Zhao Mingming Dong +2 位作者 Zhiguo Sang Feng Liu Liang Gu 《Journal of Beijing Institute of Technology》 EI CAS 2017年第3期334-339,共6页
Based on previous achievements,a dynamic pressure-sinkage equation for saturated clay is established.First,aquasi-static penetration rate is selected,and the ratio of the dynamic penetration rate to the quasi-static r... Based on previous achievements,a dynamic pressure-sinkage equation for saturated clay is established.First,aquasi-static penetration rate is selected,and the ratio of the dynamic penetration rate to the quasi-static rate is used to characterize the degree of dynamic effect,then theβth power of the ratio is used to quantify the dynamic effect of sinkage.The dynamic effect exponentβis obtained using penetration tests with different penetration rates.Then,a dynamic motion resistance equation for a tracked vehicle is established based on the dynamic pressure-sinkage equation.The equation incorporates both penetration and bulldozing resistance.Finally,a series of simulation experiments with varying travel speeds and slip rates is carried out.The results show that an increase in the speed leads to stronger terrain stiffness,resulting in a decrease in sinkage and motion resistance.However,the enhancement effect becomes weaker with an increase in the travel speed. 展开更多
关键词 dynamic motion resistance tracked vehicle SINKAGE SLIP
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Distribution characteristics and influencing factors of the frequency-domain response of a vehicle–track vertical coupled system
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作者 Jinhui Xu Biao Wang +1 位作者 Li Wang Ping Wang 《Journal of Modern Transportation》 2016年第3期166-176,共11页
Employing theory on vehicle-track coupled dynamics, the equation of motion of a vehicle-track vertical coupled system was established by combining frequency analysis and symplectic mathematics. The frequency response ... Employing theory on vehicle-track coupled dynamics, the equation of motion of a vehicle-track vertical coupled system was established by combining frequency analysis and symplectic mathematics. The frequency response of the vehicle-track vertical coupled system was calculated under the excitation of the German low-interfer- ence spectrum, and the effects of the vehicle speed, vehicle suspension parameters, and track support parameters on the frequency response of the coupled system were studied. Results show that, under the excitation of the German low- interference spectrum, the vertical vibration of the car body is mainly concentrated in the low-frequency band, while that of the bogie has a wide frequency distribution, being strong from several Hertz to dozens of Hertz. The vertical vibrations of the wheel-rail force, wheelset, and track structure mainly occur at a frequency of dozens of Hertz. In general, the vertical vibration of the vehicle-track coupled system increases with vehicle speed, and the vertical vibrations of the car body and bogie obviously shift to higher frequency. Increasing the vehicle suspension stiffness increases the low- frequency vibrations of the vehicle system and track struc- ture. With an increase in vehicle suspension damping, the low-frequency vibrations of the car body and bogie and the vibrations of the wheel-rail vertical force and track structure decrease at 50-80 Hz, while the mid-frequency and high- frequency vibrations of the car body and bogie increase. Similarly, an increase in track stiffness amplifies the vertical vibrations of the wheel-rail force and track structure, while an increase in track damping effectively reduces the vertical vibrations of the wheel-rail vertical force and track structure. 展开更多
关键词 vehicle-track coupled dynamics Frequencyresponse Distribution characteristic Influencing factors
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Local Path Planning and Tracking Control of Vehicle Collision Avoidance System 被引量:5
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作者 Xu Zhijiang Zhao Wanzhong +1 位作者 Wang Chunyan Dai Yifan 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI CSCD 2018年第4期729-738,共10页
Automotive collision avoidance technology can effectively avoid the accidents caused by dangerous traffic conditions or driver's manipulation errors.Moreover,it can promote the development of autonomous driving fo... Automotive collision avoidance technology can effectively avoid the accidents caused by dangerous traffic conditions or driver's manipulation errors.Moreover,it can promote the development of autonomous driving for intelligent vehicle in intelligent transportation.We present a collision avoidance system,which is composed of an evasive trajectory planner and a path following controller.Considering the stability of the vehicle in the conflict-free process,the evasive trajectory planner is designed by polynomial parametric method and optimized by genetic algorithm.The path following controller is proposed to make the car drive along the designed path by controlling the vehicle's lateral movement.Simulation results show that the vehicle with the proposed controller has good stability in the collision process,and it can ensure the vehicle driving in accordance with the planned trajectory at different speeds.The research results can provide a certain basis for the research and development of automotive collision avoidance technology. 展开更多
关键词 vehicle collision avoidance dynamic model path planning tracking control
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Mechanics analysis of a wheelchair robot with wheel-track coupling mechanism 被引量:3
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作者 李敬一 白阳 +2 位作者 靳飞 王冬晓 高学山 《Journal of Beijing Institute of Technology》 EI CAS 2013年第3期301-307,共7页
A barrier-free wheelchair robot with a mechanism coupled by wheel and track is presen- ted in this paper. Using the wheelchair, the lower limb disabled persons could be more relaxed to take part in outdoor activities ... A barrier-free wheelchair robot with a mechanism coupled by wheel and track is presen- ted in this paper. Using the wheelchair, the lower limb disabled persons could be more relaxed to take part in outdoor activities whether on flat ground or stairs and obstacles in the city. The wheel- track coupling mechanism is designed and the stability of the bodywork of the wheelchair robot on the stairs is analyzed. In order to obtain the stability of wheelchair robot when it climbs obstacles, centroid projection method is applied to analyze the static stability, stability margin is proposed to provide the stability under some dynamic forces, and the push rod rotation angle in terms of the guaranteed stability margin is given. Finally, the dynamic model of the wheelchair robot based on Lagrange equation is established, which can be a theoretical foundation for the wheelchair control system design. 展开更多
关键词 wheelchair robot wheel/track coupling mechanism centroid projection method sta-bility margin dynamic analysis
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Implementation of MPC-Based Trajectory Tracking Considering Different Fidelity Vehicle Models 被引量:4
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作者 Shuping Chen Huiyan Chen Dan Negrut 《Journal of Beijing Institute of Technology》 EI CAS 2020年第3期303-316,共14页
In order to investigate how model fidelity in the formulation of model predictive control(MPC)algorithm affects the path tracking performance,a bicycle model and an 8 degrees of freedom(DOF)vehicle model,as well as a ... In order to investigate how model fidelity in the formulation of model predictive control(MPC)algorithm affects the path tracking performance,a bicycle model and an 8 degrees of freedom(DOF)vehicle model,as well as a 14-DOF vehicle model were employed to implement the MPC-based path tracking controller considering the constraints of input limit and output admissibility by using a lower fidelity vehicle model to control a higher fidelity vehicle model.In the MPC controller,the nonlinear vehicle model was linearized and discretized for state prediction and vehicle heading angle,lateral position and longitudinal position were chosen as objectives in the cost function.The wheel step steering and sine wave steering responses between the developed vehicle models and the Carsim model were compared for validation before implementing the model predictive path tracking control.The simulation results of trajectory tracking considering an 8-shaped curved reference path were presented and compared when the prediction model and the plant were changed.The results show that the trajectory tracking errors are small and the tracking performances of the proposed controller considering different complexity vehicle models are good in the curved road environment.Additionally,the MPC-based controller formulated with a high-fidelity model performs better than that with a low-fidelity model in the trajectory tracking. 展开更多
关键词 model predictive control vehicle dynamics path tracking autonomous vehicle
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Chassis tra fficability simulation and experiment of a LY1352JP forest tracked vehicle 被引量:3
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作者 Shufa Sun Jinfeng Wu +4 位作者 Chunlong Ren Hualin Tang Jianwei Chen Wenliang Ma Jiangwei Chu 《Journal of Forestry Research》 SCIE CAS CSCD 2021年第3期1315-1325,共11页
Based on the analysis of complex terrains and current forest transportation equipment,a forest tracked vehicle prototype LY1352 JP was developed.The road model and the virtual prototype of the chassis were constructed... Based on the analysis of complex terrains and current forest transportation equipment,a forest tracked vehicle prototype LY1352 JP was developed.The road model and the virtual prototype of the chassis were constructed using dynamic simulation software RecurDyn.The optimal tension of the vehicle as well as its capabilities for crossing trenches,climbing vertical walls,uphill and downhill slopes were simulated.The simulation results showed that the optimum tension force of the chassis of the vehicle was 63 kN(kilonewton),accounting for 45%of the total vehicle weight.The maximum trench crossing width and vertical obstacle climbing height were 1.35 m and 0.45 m,respectively.The maximum uphill and downhill angles were 50°and 45°,respectively.Tests on the prototype capacity for crossing trenches,and uphill and downhill driving were carried out.The test results were in agreement with the simulation results.A cross-country performance of a fire truck based on the tracked vehicle chassis was conducted in an old-growth forest.Tests verified that the vehicle has a strong forest trafficability performance and can meet the needs for forest transportation. 展开更多
关键词 tracked vehicle CHASSIS Tra fficability RecurDyn dynamics simulation
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Analysis on Thermal Current Field in Powertrain Cabin of Tracked Vehicles With Electric Transmission System Configuration-2 被引量:1
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作者 张豫南 李瀚飞 +4 位作者 颜南明 尚颖辉 王冬 李源 袁文涛 《Defence Technology(防务技术)》 SCIE EI CAS 2007年第1期1-6,共6页
The electric transmission system congfiguration-2 is one of the main electric drives for tracked vehicles. The geometrical model for the power-train cabin is established and the preliminary design for its cooling syst... The electric transmission system congfiguration-2 is one of the main electric drives for tracked vehicles. The geometrical model for the power-train cabin is established and the preliminary design for its cooling system is implemented. The mathematic model is established for thermal current field computation, simulation and analysis in the powertrain cabin. The three-dimensional structure of the powertrain cabin is optimized. The validity of the cooling system design is proved. The foundation for optimizing the whole electric transmission system configuration is laid. 展开更多
关键词 履带车辆 电传动系统 电传系舱室 热流场 结构优化 数学模型
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Dynamic Response of Elastic Sleeper Ballasted Track on Bridge
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作者 翟淼 王平 +1 位作者 李培刚 陈小平 《Journal of Southwest Jiaotong University(English Edition)》 2010年第2期124-128,共5页
A vehicle-track-bridge coupling dynamics model was built based on the theory of vehicle-track coupling dynamics. Using this model, a comparison was made between the dynamic response of an elastic sleeper ballasted tra... A vehicle-track-bridge coupling dynamics model was built based on the theory of vehicle-track coupling dynamics. Using this model, a comparison was made between the dynamic response of an elastic sleeper ballasted track and a common sleeper ballasted track on bridge under the same working conditions. The results show that laying elastic sleepers on the bridge could solve the problem of large track stiffness caused by a thin ballast thickness, and improve the dynamic response of the bridge. This is beneficial to train operation safety and riding comfort. 展开更多
关键词 Elastic sleeper Ballasted track coupling dynamics dynamic response BRIDGE
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On the problem of the dynamical reactions of a rolling wheelset to real track irregularities
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作者 Hans True Lasse Engbo Christiansen +2 位作者 Andreas Lindhardt Plesner Andreas Lønstrup Ammitzbøll Bjørn Jerram Dahl 《Railway Engineering Science》 2023年第1期1-19,共19页
We investigate numerically the dynamical reactions of a moving wheelset model to real measured track irregularities.The background is to examine whether the dynamics are suitable as the input to the inverse problem:de... We investigate numerically the dynamical reactions of a moving wheelset model to real measured track irregularities.The background is to examine whether the dynamics are suitable as the input to the inverse problem:determine the true track geometry from measured wheelset dynamical reactions.It is known that the method works well for the vertical position of the rails but the computed lateral position is often flawed.We find that the lateral motion of the wheelset often may differ from the track geometry.The cases are investigated closely but the reasons remain unknown.While the wheelset dynamics reflect the larger(>4-6 mm)aperiodic track disturbances and single large disturbances quite well,this does not seem to be the case for general smaller or periodic track irregularities or sections behind single large disturbances.The resulting dynamics of a wheelset to lateral track irregularities are in general not sufficiently accurate to be used as the basis for a description of the track irregularities. 展开更多
关键词 track monitoring vehicle dynamical response Inverse problem Numerical analysis Estimate of errors track irregularity
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一种兼顾仿真效率和精度的车辆-轨道非线性空间耦合动力学模型
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作者 王伟 雷晓燕 +1 位作者 罗锟 陈鹏 《振动与冲击》 北大核心 2025年第4期10-20,共11页
车辆-轨道非线性空间耦合动力学精细化模型常常需要耗费更多的机时,如何解决分析精度与计算效率的矛盾,是车辆-轨道非线性空间耦合动力学数值分析中的难点。首先,建立了精细化的车辆-轨道非线性空间耦合动力学模型,构建了在用迹线法搜... 车辆-轨道非线性空间耦合动力学精细化模型常常需要耗费更多的机时,如何解决分析精度与计算效率的矛盾,是车辆-轨道非线性空间耦合动力学数值分析中的难点。首先,建立了精细化的车辆-轨道非线性空间耦合动力学模型,构建了在用迹线法搜索轮轨空间接触点中引入轮轨准弹性修正的、更为精细的轮轨接触几何关系,并将迹线法融入到交叉迭代中求解车辆-轨道非线性空间耦合动力学方程,实现了同步进行轮轨接触点搜索与车辆-轨道非线性空间耦合动力学方程求解,提高了模型分析精度和数值计算效率;然后,为验证理论模型的正确性,与相关文献结果进行了对比计算,验证了模型和算法的有效性;最后,分析了模型的四类简化形式对系统响应的影响。研究表明:采用集中支撑的弹性元件模拟钢轨扣件,无法真实反映两侧扣件对钢轨侧滚振动的协同约束作用,将导致计算结果失真,采用分离支撑的弹性元件模拟钢轨扣件更为合理;轨道结构底座板参振对系统响应的影响显著,在模型中应给予考虑;底座板超出轨道板的部分对系统响应的影响较小,所产生的误差在可接受范围内;轨道子系统模型A能兼顾仿真效率和计算精度,适合用作车辆-三层轨道非线性空间耦合系统振动精细化分析模型。 展开更多
关键词 车辆-轨道非线性空间耦合动力学 高速铁路 交叉迭代 准弹性修正 有限元模型
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考虑权重系数的浮置板系统多参数影响与匹配分析
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作者 陈宪麦 黄厚龙 +3 位作者 徐磊 胡逸宁 仵雷振 邓燚 《中南大学学报(自然科学版)》 北大核心 2025年第1期347-357,共11页
市域铁路作为连接城市与郊区的关键纽带,其快速发展引起的环境振动问题日益突出。减振垫和减振扣件虽能有效减振,但其低刚度特性会增大钢轨和道床板位移,影响车辆运行的平稳性和舒适性,因此,如何通过合理的参数匹配实现减振垫浮置板系... 市域铁路作为连接城市与郊区的关键纽带,其快速发展引起的环境振动问题日益突出。减振垫和减振扣件虽能有效减振,但其低刚度特性会增大钢轨和道床板位移,影响车辆运行的平稳性和舒适性,因此,如何通过合理的参数匹配实现减振垫浮置板系统的低动力响应设计显得尤为重要。基于此,本文以某市域减振垫浮置板轨道隧道段为研究对象,应用MATLAB建立三维车-线-隧耦合数值模型,考虑低速和高速运营条件,以隧道壁减振和车辆乘坐舒适性为核心优化目标,选择车体垂向加速度、钢轨和浮置板垂向位移及隧道壁最大Z振级为分析指标,以扣件垂向刚度及阻尼、浮置板板下垂向刚度及阻尼和板厚作为系统设计参数进行工况设计,排除超限工况后,通过加权计分法得出不同车速和不同权重组合下的最优参数匹配,并分析上述5个系统设计参数对动力响应指标的组合影响规律。研究结果表明:扣件阻尼对车体加速度、钢轨和浮置板位移的影响没有板下阻尼产生的影响大,板下阻尼的增加会轻微降低车体加速度和浮置板位移,隧道壁最大Z振级随着板下阻尼增加呈现非线性变化,其最小值出现在板下阻尼为0.15 MN·s/m^(3)处。钢轨和浮置板的位移受板厚的影响较小,较大的扣件刚度和板下垂向刚度可以减小钢轨的垂向位移,隧道壁最大Z振级与扣件和板下刚度呈明显正相关,减振垫道床配合使用减振扣件后,与原减振垫道床相比,可减小隧道壁的最大Z振级2.74 dB。 展开更多
关键词 市域铁路 减振垫浮置板 参数匹配 车辆-轨道耦合动力学 权重组合
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多遇地震下无砟轨道多跨简支梁桥行车安全性研究
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作者 刘尊稳 李欣婧 +2 位作者 邓永杰 李健宁 李浩帆 《防灾减灾工程学报》 北大核心 2025年第1期207-214,共8页
西部地区高速铁路桥上广泛采用的无砟轨道系统具有较大的纵向刚度,而地震区亦分布广泛,震时桥上行车无可避免,针对地震下高速铁路无砟轨道桥梁桥上列车行驶的安全性,以我国西部地区常见的高速铁路多跨CRTS II型板式无砟轨道32 m不规则... 西部地区高速铁路桥上广泛采用的无砟轨道系统具有较大的纵向刚度,而地震区亦分布广泛,震时桥上行车无可避免,针对地震下高速铁路无砟轨道桥梁桥上列车行驶的安全性,以我国西部地区常见的高速铁路多跨CRTS II型板式无砟轨道32 m不规则简支梁桥为实际工程背景,基于WORKBENCH及SIMPACK平台建立车-线-桥一体化计算模型,研究震时不同行车速度下列车脱轨系数、轮重减载率、轮对横向力的变化规律,并提出行车安全阈值。研究结果表明:列车行驶速度越快,地震强度愈强,列车脱轨系数、轮重减载率、轮对横向力越大;考虑轨道约束作用可使列车的脱轨系数、轮重减载率、轮对横向力平均分别降低7.19%、9.96%、7.97%,其中相差最大均约为15%;轨道系统的约束作用可提高行车安全阈值,若列车运行速度为350 km/h和300 km/h时,其可承受的地震峰值加速度分别增加了22.04%、36%,当地震峰值加速度为0.2g和0.3g时,列车可安全行驶的速度分别增大了7.24%、8.14%,行驶速度的影响更大,地震来临时,应减速慢行。无砟轨道系统的约束可有效提高桥上行车安全性,在设计计算时应考虑无砟轨道系统的约束效应。 展开更多
关键词 高速铁路桥梁 CRTSⅡ型板式无砟轨道 车-线-桥耦合振动 地震激励 行车速度 行车安全性
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调谐黏滞质量阻尼器-浮置板轨道低频隔振性能
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作者 程志宝 张佳硕 石志飞 《河北工业大学学报》 2025年第1期55-63,共9页
传统浮置板轨道结构将浮置板置于隔振器之上形成质量-弹簧系统,该系统可有效隔离1.4倍其特征频率以上的振动,但对低频振动具有放大作用。为改善传统浮置板轨道系统的低频隔振性能,将调谐黏滞质量阻尼器引入浮置板轨道并研究其低频减隔... 传统浮置板轨道结构将浮置板置于隔振器之上形成质量-弹簧系统,该系统可有效隔离1.4倍其特征频率以上的振动,但对低频振动具有放大作用。为改善传统浮置板轨道系统的低频隔振性能,将调谐黏滞质量阻尼器引入浮置板轨道并研究其低频减隔振性能。经理论推导给出浮置板轨道结构传递函数,考虑工程实际中轨道谱的随机性,应用H_(2)优化理论推导了调谐黏滞质量阻尼器的最优参数解析解;搭建车辆-轨道耦合系统瞬态响应仿真系统并验证其正确性,进一步应用其研究移动车辆荷载下的车轨动力响应。研究结果表明:附加调谐黏滞质量阻尼器的浮置板轨道,其固有频率附近的振动得到有效抑制,浮置板加速度峰值衰减率达到78%;浮置板轨道结构在低频区段(小于30 Hz)的隔振性能得到明显提升;传往基础的弹簧支反力有所降低;且不会对列车运行的安全性和稳定性产生影响。该技术可有效解决传统浮置板轨道结构低频隔振性能差的问题。 展开更多
关键词 浮置板轨道 调谐黏滞质量阻尼器 H_(2)优化 车轨耦合 低频隔振
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基于车线隧系统的环境振动预测评估方法及参数影响研究
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作者 徐磊 胡逸宁 +4 位作者 朱光楠 刘向明 刘虎兵 龙辉 黄厚龙 《铁道科学与工程学报》 北大核心 2025年第3期1177-1187,共11页
针对与日益稠密的城市地铁网相伴而生的地铁车致环境振动问题,基于车辆-轨道-隧道空间耦合时变动力学模型,引入环评经验预测公式,发展了高效的车致环境振动预测和评估方法,研究行车速度、扣件和减振垫刚度阻尼参数组合策略对隧道壁分频... 针对与日益稠密的城市地铁网相伴而生的地铁车致环境振动问题,基于车辆-轨道-隧道空间耦合时变动力学模型,引入环评经验预测公式,发展了高效的车致环境振动预测和评估方法,研究行车速度、扣件和减振垫刚度阻尼参数组合策略对隧道壁分频振级和地表Z振级的影响规律。研究结果表明:随着行车速度的增加,频谱幅值增大,隧道壁Z振级先增大,而后Z振级因峰值频率向高频偏移出计权范围而减小。选用扣件参数时需兼顾行车性能和环境振动的影响,扣件刚度超过60 kN/mm后减振效果不明显;轮重减载率会随扣件刚度的增大而增大,扣件阻尼宜选择26(kN·s)/m以下可满足限值要求。减振垫对隧道壁振动影响幅度较扣件显著,阻尼小于600(kN·s)/m^(3)时隧道壁Z振级随着减振垫刚度阻尼的增大而增大,隧道壁Z振级在隔振频率20Hz、阻尼600(kN·s)/m^(3)达到最大值。此外,基于规范给出了不同类型建筑距线路中心的达标范围,设计车速80 km/h及以下时,居民、文教建筑应距地铁线路中心20 m以上,商业、工业建筑应距地铁线路中心10m以上;20~1000(kN·s)/m^(3)减振垫阻尼以及5~24Hz隔振频率对应室内振级都能满足商业、工业建筑的要求,采用600(kN·s)/m^(3)以上的阻尼需要居民、文教建筑距线路中心10m以上。研究结果可为地铁线路结构减振参数设计提供参考。 展开更多
关键词 列车-轨道-隧道动力相互作用 实测验证 地表振级分布 参数组合分析 环境振动预测方法。
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基于钢轨振动的铁路滚动噪声预测方法
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作者 侯博文 胡凯悦 朱建华 《河北工业大学学报》 2025年第1期71-78,共8页
滚动噪声是高铁噪声的主要组成部分,为了探究铁路钢轨振动与滚动噪声间的相互关系,本文基于动力学与声波动理论建立车辆-轨道振动噪声联合分析模型。以轮轨联合粗糙度为纽带,分别研究钢轨振动与轮轨联合粗糙度以及滚动噪声与轮轨联合粗... 滚动噪声是高铁噪声的主要组成部分,为了探究铁路钢轨振动与滚动噪声间的相互关系,本文基于动力学与声波动理论建立车辆-轨道振动噪声联合分析模型。以轮轨联合粗糙度为纽带,分别研究钢轨振动与轮轨联合粗糙度以及滚动噪声与轮轨联合粗糙度的相关性,明确了钢轨振动与轮轨滚动噪声之间的传递关系,提出基于钢轨振动的滚动噪声预测方法。最后,以现场实测钢轨加速度和滚动噪声声压数据证明该预测方法的有效性。 展开更多
关键词 振噪联合 轮轨联合粗糙度 滚动噪声 传递函数 轮轨噪声预测
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EMS型高速磁浮轨道不平顺参数影响研究
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作者 徐傲康 李苗 +3 位作者 王爱彬 尚贤洪 马卫华 罗世辉 《铁道标准设计》 北大核心 2025年第2期36-44,共9页
随着高速磁浮不断突破发展,针对轨道不平顺各控制参数对EMS型高速磁浮车辆运行下的动力学响应问题,基于多体动力学和有限元方法建立包含磁浮车辆系统、轨道梁系统以及控制系统组成的磁浮车辆-轨道-简支梁耦合系统模型,其中车辆系统与轨... 随着高速磁浮不断突破发展,针对轨道不平顺各控制参数对EMS型高速磁浮车辆运行下的动力学响应问题,基于多体动力学和有限元方法建立包含磁浮车辆系统、轨道梁系统以及控制系统组成的磁浮车辆-轨道-简支梁耦合系统模型,其中车辆系统与轨道梁系统使用磁轨关系进行耦合,并在多体动力学仿真软件中进行直线轨道梁耦合振动分析,探讨在时速600 km运行条件下轨道不平顺的幅值、方向、波长对EMS型高速磁浮耦合系统振动响应的影响,揭示系统中各项指标受不平顺影响的变化规律,探究高速磁浮车-轨-梁耦合系统轨道不平顺参数影响并提出参数建议。结果表明:对不平顺幅值研究时,磁浮车辆以600 km/h的速度在波长20 m的不平顺激励线路上运行时,耦合系统中某些动力指标超限,在含有波长20 m的不平顺线路幅值控制在4 mm以内为宜;在对垂向及横向不平顺研究时,发现车辆系统在垂向和横向的响应是解耦的,车辆垂向载荷是耦合系统中的主要激励因素,悬浮控制技术应作为高速磁浮系统重点关注的控制技术;对不平顺波长研究时,即使不平顺幅值在1 mm时,波长10 m以下短波不平顺相较于其他波长不平顺更易引起耦合系统的剧烈振动。 展开更多
关键词 EMS型高速磁浮 轨道梁 轨道不平顺 耦合系统 车辆动力学
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无人机动态撞网回收制导控制方法与飞行试验
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作者 王玉杰 陈清阳 +2 位作者 高显忠 邓小龙 侯中喜 《北京航空航天大学学报》 北大核心 2025年第2期487-497,共11页
针对舰载固定翼无人机(UAV)动态精确回收过程中的制导控制技术开展研究,提出基于分段策略的舰载无人机精确回收引导方法,完成了动态撞网回收控制系统方案设计与集成测试。通过数值迭代方法预测触网时间实现回收航线的在线规划,在回收中... 针对舰载固定翼无人机(UAV)动态精确回收过程中的制导控制技术开展研究,提出基于分段策略的舰载无人机精确回收引导方法,完成了动态撞网回收控制系统方案设计与集成测试。通过数值迭代方法预测触网时间实现回收航线的在线规划,在回收中段采用基于引导点的非线性制导算法对航线进行精确跟踪,在回收末段基于经典比例导引及纵横解耦策略设计了三维空间末制导律,实现了针对动基座回收的撞网点精确控制。通过系统仿真和飞行试验证明了分段制导策略与各阶段算法的有效性,结果表明:回收航线规划方法简单有效、适应性强,制导控制算法对于航线的跟踪偏差小于0.5 m,高度控制的稳态精度优于0.5 m,动态撞网回收的末端精度优于0.8 m,各阶段的制导控制精度满足无人机动态撞网需求,所提方法适于工程应用。 展开更多
关键词 舰载无人机 动态撞网回收 航线规划与跟踪 精确制导控制 飞行试验
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