Prediction model with optimal matching parameters for a dynamic track stabiliser during railway maintenance

被引:2
作者
Yan, Bo [1 ]
Hu, Bin [2 ]
Huang, Yayu [3 ]
机构
[1] Kunming Univ Sci & Technol, Fac Art & Commun, Kunming 650500, Peoples R China
[2] China Railway Construct Heavy Ind Co Ltd, Changsha 410100, Peoples R China
[3] Kunming Univ Sci & Technol, Fac Mech & Elect Engn, Kunming 650500, Peoples R China
基金
中国国家自然科学基金;
关键词
dynamic track stabiliser; the sleeper lateral resistance; operation parameters; optimal matching; prediction model; ballast state correction coefficient; railway maintenance; the optimum quality state of ballast bed; fitting analysis; INDUCED GROUND VIBRATION; BALLAST; RESISTANCE;
D O I
10.1504/IJMIC.2019.107485
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
Nowadays, high-speed and heavy duty trains make ballasted track extremely busy, and thus it is necessary to solve the conflict between the traffic density and the maintenance work load. However, since the mechanical properties of discrete ballast bed are complex, there is a lack of in-depth investigation into the working performance of large-scale railroad maintenance machinery. In this paper, we take the WD-320 dynamic track stabiliser as the research object, to study the effect of operation parameters on the quality state of the ballast bed. Based on the field test data, a prediction model for optimal matching of operation parameters has been constructed, which can be used to estimate, compare and determine the optimal operation parameter combination for the operation process. By operating according to the optimal operation parameter combination, the optimum quality state of the ballast bed can be quickly reached, to solve the conflict between the traffic density and the necessary maintenance window.
引用
收藏
页码:369 / 377
页数:9
相关论文
共 30 条
[1]   Track-ground vibrations induced by railway traffic: In-situ measurements and validation of a 2.5D FEM-BEM model [J].
Alves Costa, P. ;
Calcada, R. ;
Silva Cardoso, A. .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2012, 32 (01) :111-128
[2]   Behavior of railroad ballast under monotonic and cyclic loading [J].
Anderson, William F. ;
Fair, Peter .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2008, 134 (03) :316-327
[3]  
[Anonymous], THESIS
[4]   Effects of the dynamic wheel-rail interaction on the ground vibration generated by a moving train [J].
Cai, Yuanqiang ;
Cao, Zhigang ;
Sun, Honglei ;
Xu, Changjie .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2010, 47 (17) :2246-2259
[5]   Modelling arterial blood pressure waveforms for extreme bradycardia and tachycardia by curve fitting with Gaussian functions [J].
Chou, Yongxin ;
Gu, Ya ;
Liu, Jicheng ;
Huang, Xufeng ;
Lin, Jiajun .
INTERNATIONAL JOURNAL OF MODELLING IDENTIFICATION AND CONTROL, 2019, 32 (3-4) :226-231
[6]   Experimental comparison of the lateral resistance of tracks with steel slag ballast and limestone ballast materials [J].
Esmaeili, Morteza ;
Nouri, Reza ;
Yousefian, Kaveh .
PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART F-JOURNAL OF RAIL AND RAPID TRANSIT, 2017, 231 (02) :175-184
[7]  
Fei Chen, 2007, THESIS
[8]   Vibrations induced by HST passage on ballast and non-ballast tracks [J].
Galvin, P. ;
Romero, A. ;
Dominguez, J. .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2010, 30 (09) :862-873
[9]  
Hao Y., 2000, RAILWAY ENG
[10]   Discrete Element Modeling for fouled railroad ballast [J].
Huang, Hai ;
Tutumluer, Erol .
CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (08) :3306-3312