A STATE-SPACE APPROACH TO THE SYNTHESIS OF RANDOM VERTICAL AND CROSSLEVEL RAIL IRREGULARITIES

被引:35
作者
FRIES, RH [1 ]
COFFEY, BM [1 ]
机构
[1] VIRGINIA POLYTECH INST & STATE UNIV, DEPT MECH ENGN, BLACKSBURG, VA 24061 USA
来源
JOURNAL OF DYNAMIC SYSTEMS MEASUREMENT AND CONTROL-TRANSACTIONS OF THE ASME | 1990年 / 112卷 / 01期
关键词
D O I
10.1115/1.2894143
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
Solution of rail vehicle dynamics models by means of numerical simulation has become more prevalent and more sophisticated in recent years. At the same time, analysts and designers are increasingly interested in the response of vehicles to random rail irregularities. The work described in this paper provides a convenient method to generate random vertical and crosslevel irregularities when their time histories are required as inputs to a numerical simulation. The solution begins with mathematical models of vertical and crosslevel power spectral densities (PSDs) representing PSDs of track classes 4, 5, and 6. The method implements state-space models of shape filters whose frequency response magnitude squared matches the desired PSDs. The shape filters give time histories possessing the proper spectral content when driven by white noise inputs. The state equations are solved directly under the assumption that the white noise inputs are constant between time steps. Thus, the state transition matrix and the forcing matrix are obtained in closed form. Some simulations require not only vertical and crosslevel alignments, but also the first and occasionally the second derivatives of these signals. To accommodate these requirements, the first and second derivatives of the signals are also generated. The responses of the random vertical and crosslevel generators depend upon vehicle speed, sample interval, and track class. They possess the desired PSDs over wide ranges of speed and sample interval. The paper includes a comparison between synthetic and measured spectral characteristics of class 4 track. The agreement is very good. © 1990 by ASME.
引用
收藏
页码:83 / 87
页数:5
相关论文
共 13 条
[1]  
CORBIN JC, 1975, ASME AMD, V15, P1
[2]  
DETWILER PO, 1985, ASME DSC, V1
[3]   ENERGY-DISSIPATION DUE TO VEHICLE TRACK INTERACTION [J].
DZIELSKI, JE ;
HEDRICK, JK .
VEHICLE SYSTEM DYNAMICS, 1984, 13 (06) :315-337
[4]   WHEEL WEAR PREDICTIONS FOR TANGENT TRACK RUNNING [J].
FRIES, RH ;
DAVILA, CG .
JOURNAL OF DYNAMIC SYSTEMS MEASUREMENT AND CONTROL-TRANSACTIONS OF THE ASME, 1987, 109 (04) :397-404
[5]  
FRIES RH, 1981, J DYN SYST-T ASME, V103, P201, DOI 10.1115/1.3140630
[6]  
FRIES RH, 1988, 1988 P JOINT ASME IE, P75
[7]  
GARG VK, 1984, DYNAMICS RAILWAY VEH, P83
[8]  
HAMID A, 1983, FRAORD8303
[9]  
KINGER DC, 1976, DOTTST7695
[10]   STOCHASTIC-ANALYSIS OF RAILROAD FREIGHT CAR ROCKING PROBLEM .1. SPECTRAL CHARACTERIZATION OF TRACK INPUT AND SYSTEM-ANALYSIS [J].
SANKAR, TS ;
SAMAHA, M .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 1987, 1 (01) :41-54