Models of High Speed Train Emergency Braking Deceleration for the Definition of Automatic Train Protection Intervention Curves

Author(s):  
M. Malvezzi ◽  
L. Pugi ◽  
S. Papini ◽  
G. Vettori ◽  
L. Conti ◽  
...  
2012 ◽  
Vol 226-228 ◽  
pp. 102-105
Author(s):  
Wen Qing Zhu ◽  
Yang Yong Zhu

With the rapid development of high-speed railway in China, the aerodynamic brake is very likely to be an important emergency braking mode of high-speed train in the future. This paper takes aerodynamic braking wing as the object, and uses the finite element software to divide the meshes, then analyses the model influenced by static stress. After simulating the vibratory frequency response of the model in the flow field, it finds that the largest deformation happens in the middle of the upper edge of the wind wing, when the wind speed gets to 500km/h and the load frequency to 4Hz. Some conclusions of this thesis can provide reference for researching the applying the aerodynamic brake in the high-speed trains and laying the foundation for solving the riding and braking safety problems.


Author(s):  
M Malvezzi ◽  
P Presciani ◽  
B Allotta ◽  
P Toni

To increase safety and efficiency in the management of railway traffic, a new speed control system, named SCMT, is currently being developed by RFI and Trenitalia for the Italian Railways. Other innovative speed supervision systems are being developed in Europe, such as the ETCS/ERTMS, which will also be installed on the new high-speed line Roma-Napoli. All traffic management systems are generally based on a set of supervision curves relating the allowed velocity of the train to the running distance, in order to ensure the respect of speed restrictions on the line by ‘soft’ or ‘hard’ intervention such as an acoustic and visual warning to the driver (soft) and/or service or emergency braking (hard) in the case of train velocity exceeding the permitted one. To elaborate this set of supervision curves, the on-board unit requires train deceleration depending on time and speed as basic information about the braking behaviour of the train. The implementation of a speed supervision system requires a preliminary definition of braking models that allow the conversion of the general parameters affecting the braking performances of trains (such as a braked weight percentage, goods/passenger brake position, brake equipment, train length, etc.) into a basic deceleration profile as a function of time, during the deceleration rise phase, and of speed, during fully developed braking. The deceleration used to evaluate braking curves is obtained by applying a proper safety margin to the nominal deceleration value (which depends on train characteristics). In this paper a probabilistic analysis of train deceleration is carried out, starting from probability distributions of parameters affecting the braking. For the major parameters, the probability distribution was determined on the basis of technical knowledge and experimental results. The aim of this work is to determine the probability that the real deceleration is lower than the nominal value multiplied by a given safety margin.


2011 ◽  
Vol 120 ◽  
pp. 51-55 ◽  
Author(s):  
Liang Yu ◽  
Yan Li Jiang ◽  
Sen Kai Lu ◽  
Hong Qiang Ru ◽  
Ming Fang

The shaft disc prepared with SiC 3D continuous ceramic frame reinforced aluminum alloy 7075 (3D-SiC/Al) composite of the CRH3 high speed train with a speed at 250 km/h was chosen as the research object, and the course of emergency brake was simulated by Cosmos. A three dimension model was established, the way of applying loads were discussed, and the temperature field and thermal stress field were obtained. The result shows that the highest temperature appears at about 57 s since braking and the value is about 373 °C. The biggest stress is about 237 MPa, appearing at about 51 s since braking, the regions distribute at the surface corresponding with the radiating ribs, and near the inner diameter. The hoop stress is larger than other directions. The result shows that the thermal stress duce to the transient temperature distribution model is released well for the distribution of the 3D continuous ceramic frame reinforced aluminum alloy 7075 structure compares with the conventional brake disc, which can satisfy the requirement of the shaft disc of the high speed train with a speed at 250 km/h applying emergency braking.


2016 ◽  
Vol 693 ◽  
pp. 314-317
Author(s):  
Peng Wang ◽  
Tai Yong Wang ◽  
Lu Yang Jing ◽  
Zhe Liu

High speed railway system in China has developed rapidly in recent years but the operation environment of China has a great deal of differences between Europe and Japan. In the paper, a definition of wide-area operation environment is proposed and its effect on the bogie of high-speed train is analyzed, also some solutions are given.


2011 ◽  
Vol 121-126 ◽  
pp. 3437-3443
Author(s):  
Hai Jun Wang ◽  
Jing Zeng ◽  
Guang Bing Luo ◽  
Zhuan Hua Liu

The emergency braking deceleration and braking distance of high-speed train were studied under the conditions of adhesion brake on dry and humid rail surfaces, and adhesion and non-adhesion composite brake on humid rail surface. The average emergency braking deceleration was calculated by the area-method. The results show that the braking performance is affected significantly by the wheel/rail adhesion state and the braking performance of high-speed train can be improved by applying the adhesion and non-adhesion composite brake in the state of humid rail surface.


Author(s):  
W. J. A. Sykes

The running of passenger trains in regular service at speeds up to 100 mile/h is now of common occurrence on a number of railway systems. Above this speed it is necessary to use specially prepared tracks maintained to the highest possible standards at very considerable cost in terms of money, special equipment and time. It is possible to identify three broad classes of modern high-speed railway: (1) where the occasional high-speed train runs in between lower speed services; (2) where the best has been done with an existing railway to make it suitable for a high-speed train service; and (3) specially constructed lines. In all cases there are certain limitations on the acceleration effects to which the passenger may be subjected. Stopping from the highest speeds requires braking distances such that current ideas and requirements on emergency braking become meaningless. High standards of mental and physical soundness are required of drivers: even so, the driver's reaction to lineside signals is too slow, and external control of train speed by lineside detection systems will be required, linked inductively to regulating equipment on the train. Provided that a suitable line of route is available there appears at present to be no precise engineering limitation to the attainment of the highest speeds on rail which will intervene before a cost ceiling is reached at which further increases cannot be justified. There may also be a limit to the rate at which passengers can contemplate changes of scenery.


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