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241.
242.
从机车在"0位"时柴油机晃动现象入手,对"柴油机振动烈度评定方法"进行了分析探讨。重点对测量点、测量参数计算、评定准则进行了阐述,重新提出了"柴油机振动烈度评定方法",同时给出了振动位移的控制值。 相似文献
243.
电磁兼容在电力机车布线中的设计 总被引:3,自引:0,他引:3
电磁兼容性对于整个机车布线的设计已成为一个重要的问题,简单介绍了电磁兼容的基本原理,并就电力机车布线中的电磁兼容性原则进行了探讨和阐述。对国内外现有机车电磁兼容的设计进行了分析,比较得出如何在机车布线中消除电磁干扰的建议。 相似文献
244.
为弥补中国现行桥梁规范中计算动力冲击系数时考虑因素单一的不足,对冲击系数的影响因素进行研究,并提出更合理的冲击系数建议值。首先,根据中国桥梁通用图集建立13座不同截面形式和不同跨径的常见中小跨径公路混凝土简支梁桥的有限元模型,结合能表征中国设计车辆荷载动力特性的三维车辆数值模型,建立车桥耦合振动分析系统。然后,基于车桥耦合振动分析系统,研究桥梁基频、桥面不平整度、车速和车质量等因素对动力冲击系数的影响,并与中国现行桥梁设计规范中的动力冲击系数取值进行对比分析。最后,提出冲击系数的建议值,并与世界各国桥梁规范中的冲击系数取值进行对比,讨论建议值的合理性。结果表明:桥面不平整度是影响冲击系数的重要因素,在桥面好的情况下,冲击系数均在0.1以下,低于规范中规定的冲击系数,而桥面很差时,冲击系数可达0.5,远大于中国现行规范中的冲击系数设计值,因此,定期对桥面进行维护能有效减小车辆对桥梁的冲击效应;质量轻的车辆引起更大的冲击系数,但由于车辆总质量轻,其导致的总荷载效应仍然较小,而重车虽然引起的冲击系数较小,但由于其导致的总荷载效应较大,更易对桥面造成损伤,因此,限制超载尤为重要。 相似文献
245.
246.
《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(3):421-442
This paper presents the influence of dynamic and geometrical soil parameters on the propagation of ground vibrations induced by external loads. The proposed approach is based on a three-dimensional model, focusing on realistic excitation sources like impulse loads and moving railway vehicles. For the latter, a complete vehicle/track model is developed. The simulation is performed in time domain, offering an interesting approach, compared with classic cyclic analyses. The ground is modelled initially as an elastic homogeneous half-space and additionally as a layered half-space. First, the effect of homogeneous soil properties on ground vibration is analysed. Soil stratification is then taken into account, using various configurations. Analysis reveals that as receiver distance increases ground wave reflection in a layered ground plays an important role in the reduction of ground surface motion. This effect is magnified when the phase velocity wavelength becomes large compared with the depth of the surface layer. 相似文献
247.
248.
《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(6):711-733
The traction control system (TCS) might prevent excessive skid of the driving wheels so as to enhance the driving performance and direction stability of the vehicle. But if driven on an uneven low-friction road, the vehicle body often vibrates severely due to the drastic fluctuations of driving wheels, and then the vehicle comfort might be reduced greatly. The vibrations could be hardly removed with traditional drive-slip control logic of the TCS. In this paper, a novel fuzzy logic controller has been brought forward, in which the vibration signals of the driving wheels are adopted as new controlled variables, and then the engine torque and the active brake pressure might be coordinately re-adjusted besides the basic logic of a traditional TCS. In the proposed controller, an adjustable engine torque and pressure compensation loop are adopted to constrain the drastic vehicle vibration. Thus, the wheel driving slips and the vibration degrees might be adjusted synchronously and effectively. The simulation results and the real vehicle tests validated that the proposed algorithm is effective and adaptable for a complicated uneven low-friction road. 相似文献
249.
《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(12):1935-1951
In this study, in order to examine the effects of a wheelset driving system suspension parameters on the re-adhesion performance of locomotives, the stick–slip vibration was analysed according to theoretical and simulation analysis. The decrease of the slip rate vibration amplitude improved the stability of the stick–slip vibration and the re-adhesion performance of locomotives. Increasing the longitudinal guide stiffness of the wheelset and the motor suspension stiffness were proposed as effective measures to improve the re-adhesion performance of locomotives. These results showed that the dynamic slip rate was inversely proportional to the series result of the square root of the longitudinal guide and motor suspension stiffness. The larger the motor suspension stiffness was, the smaller the required longitudinal guidance stiffness was at the same re-adhesion time once the wheel slip occurred, and vice versa. The simulation results proved that the re-adhesion time of the locomotive was approximately proportional to amplitude of the dynamic slip rate. When the stick–slip vibration occurred, the rotary and the longitudinal vibrations of the wheelset were coupled, which was confirmed by train's field tests. 相似文献
250.
《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(2):235-261
Excitation force spectra are necessary for a realistic prediction of railway-induced ground vibration. The excitation forces cause the ground vibration and they are themselves a result of irregularities passed by the train. The methods of the related analyses – the wavenumber integration for the wave propagation in homogeneous or layered soils, the combined finite-element boundary-element method for the vehicle–track–soil interaction – have already been presented and are the base for the advanced topic of this contribution. This contribution determines excitation force spectra of railway traffic by two completely different methods. The forward analysis starts with vehicle, track and soil irregularities, which are taken from literature and axle-box measurements, calculates the vehicle–track interaction and gets theoretical force spectra as the result. The second method is a backward analysis from the measured ground vibration of railway traffic. A calculated or measured transfer function of the soil is used to determine the excitation force spectrum of the train. A number of measurements of different soils and different trains with different speeds are analysed in that way. Forward and backward analysis yield the same approximate force spectra with values around 1 kN for each axle and third of octave. 相似文献