System Dynamics and Long-Term Behaviour of Railway Vehicles, Track and Subgrade

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Pub. Date: 2013-06-06
Publisher(s): Springer Nature
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Summary

During the last decades completely new technologies for high speed railway vehicles have been developed. The primary goals have been to increase traction, axle load, and travelling speed, and to guarantee the safety of the passengers. However, new developments have revealed new limitations: settlement and destruction of the ballast and the subgrade lead to deterioration of the track; irregular wear of the wheels causes an increase in overall load and deterioration in passenger comfort; and damage of the running surfaces of the rail and the wheel is becoming more frequent. These problems have been investigated in the Priority Programme SPP 1015 supported by the Deutsche Forschungsgemeinschaft (DFG), with the goal of better understanding of the dynamic interaction of vehicle and track, and the long-term behavior of the components of the system. The book contains the scientific results of the programme as presented at the concluding colloquium held at University of Stuttgart, Germany, 2002.

Table of Contents

The DFG Priority Programme `System Dynamics and Long-Term Behaviour of Vehicle, Track and Subgrade'p. 1
Introductionp. 1
Where did we start from?p. 2
Preliminary Commentsp. 2
Limits of the Wheel/Rail System (1975-1985)p. 2
New Problems (1985-1994)p. 5
Explanation and Counter-Measuresp. 6
What has been achieved?p. 7
The Project Idea of the DFG Priority Programmep. 7
About Structure and Management of the DFG Priority Programmep. 9
What has been achieved?p. 10
What still needs to be done?p. 12
Referencesp. 13
INVITED LECTURESp. 15
Vehicle/Track Interaction Optimisation within Spoornetp. 17
Introductionp. 17
Wagon Bogie Developmentp. 17
Developments on the Heavy Haul Export Linesp. 20
Iron Ore Export Linep. 21
Coal Export Linep. 23
Wheel Profile Developmentp. 24
Measurement and Monitoringp. 26
Wheel Profilesp. 27
Sinusoidal Gauge Corner Wearp. 27
Pummelingp. 27
Flat Wheel Detectionp. 28
Lateral Wheel/Rail Forcesp. 30
Differential Track Settlementp. 30
Future Projectsp. 31
Conclusionp. 32
Referencesp. 32
Active Suspension Technology and its Effect upon Vehicle-Track Interactionp. 35
Introductionp. 35
Active Railway Suspension Principlesp. 35
The Basics of Wheelset Controlp. 38
Ideal Curvingp. 38
Control Strategiesp. 41
Solid-Axle vs. IRW Wheelsetsp. 43
Performance of Active-Steered Rail Vehiclesp. 43
Research Challengesp. 45
Impact of Active Suspensionsp. 46
Benefits of Active Wheelset Controlp. 46
Vehicle-Track Cost Tradeoffp. 48
Conclusionsp. 49
Referencesp. 49
Rolling-Contact-Fatigue and Wear of Rails: Economic and Tech-nical Aspectsp. 51
Introductionp. 51
Our Environmentp. 52
Rolling-Contact-Fatigue (RCF)p. 52
Wearp. 56
The Wear - Crack-Length - Diagrammp. 57
Fields of Research and the Link to the System Costsp. 59
The Chain from Research to the Customerp. 61
Referencesp. 61
VEHICLE DYNAMICSp. 63
System Dynamics of Railcars with Radial- and Lateralelastic Wheelsp. 65
Motivationp. 65
Flexible Multibody Systemsp. 66
Kinematics and Kineticsp. 67
Dynamic Stressesp. 67
Stability of Motionp. 68
Optimization and Parallel Computingp. 69
Excitation of Wheelsetsp. 70
Strength of Conventional Wheelsetsp. 72
Speeds with Resonance Phenomenap. 74
Dynamic Stresses of Wheelsetp. 74
Feasibility of Radial- and Lateralelastic Wheelsp. 75
Vertical Dynamicsp. 77
Stability of Motionp. 79
Summaryp. 82
Referencesp. 83
Distributed Numerical Calculations of Wear in the Wheel-Rail Contactp. 85
Introductionp. 85
Componentsp. 87
Nonlinear Dynamicsp. 87
Rolling Contact and Dry Frictionp. 87
Geometryp. 88
Wear Lawsp. 90
Modelsp. 91
Numericsp. 92
Discretizationp. 93
Distributed Calculationsp. 94
Testing the Speed Functionp. 95
Resultsp. 96
Randomized Controlp. 98
Conclusionsp. 98
Acknowledgementsp. 99
Referencesp. 99
Modeling and Simulation of the Mid-Frequency Behaviour of an Elastic Bogiep. 101
Introductionp. 101
Modelingp. 102
Modeling of the Vehiclep. 102
Finite Element Model of the Wheelsetp. 105
Modeling of the Contactp. 106
Modeling of the Trackp. 108
Simulation Resultsp. 109
Frequency Response of the Vehiclep. 109
Stationary Behaviour of the Vehicle-Track Systemp. 112
Limit Cycle Behaviour of the Vehicle-Track Systemp. 114
Transient Behaviour of the Vehicle-Track Systemp. 116
Conclusionp. 118
Referencesp. 120
Wavy Wear Pattern on the Tread of Railway Wheelsp. 121
Introductionp. 121
The Common View of the Evolution of Wavy Wear Patternp. 122
Shape of Wheel Surfacep. 123
Fast-Time Dynamicsp. 124
Vehicle-Track Modelp. 124
Contact Conditionsp. 125
Fast-Time Equationsp. 126
Slow-Time Behaviourp. 126
Evolution of the Coefficients of the Wavy Wear Patternp. 128
Numerical Resultsp. 130
Conclusions and Outlookp. 131
Referencesp. 132
Rotor Dynamics and Irregular Wear of Elastic Wheelsetsp. 133
Motivationp. 133
Flexible Multibody Systemsp. 133
Kinematics and Dynamicsp. 134
Procedure of a Dynamic Analysis for a Flexible Systemp. 136
Modeling of Rotating Wheelsetsp. 136
FE-Model of the Wheelsetp. 137
Modal Analysis and Selection of the Elastic Coordinatesp. 138
Consideration of Static and Dynamic Unbalancesp. 140
Wheel-Rail Contact Modulep. 141
Modular Organization of the Contact Modulep. 142
Varying Wheel Radii During Time Integrationp. 143
Long-Term Wear Modelp. 143
Wear Hypothesis and Model for the Mass Lossp. 144
Feedback of Worn Profiles in the Sense of Long-Term Wearp. 146
System and Wear Behaviour of Elastic Wheelsetsp. 147
Eigenbehaviour of the Wheelsetp. 147
Wear Development due to Initial Out-Of-Roundnessp. 148
Wear Development due to Unbalancesp. 149
Summaryp. 151
Referencesp. 151
CONTACT, FRICTION, WEARp. 153
On the Numerical Analysis of the Wheel-Rail System in Rolling Contactp. 155
Introductionp. 155
The Arbitrary LAGRANGian-EtJLERian Approach for Rolling Contactp. 157
Equations of Motionp. 159
Description of Contactp. 160
The Normal Contact Problemp. 160
The Tangential Contact Problem for Rolling Contactp. 162
Kinematical Description of the Contactp. 164
The Finite Element Formulation (FEM)p. 165
Numerical Analysis of Transient Rolling Contactp. 166
Fundamentals for Transient Rollingp. 166
Classification of Irregularities and Mechanisms of Excitationp. 167
Transient Formulation of the Contact Conditionsp. 168
Numerical Resultsp. 169
Conclusion and Outlookp. 173
Referencesp. 173
Experimental Analysis of the Cyclic Deformation and Damage Behavior of Characteristic Wheel and Rail Steelsp. 175
Scope of the Projectp. 175
TEM Investigations of the Microstructure of a Cyclic Loaded Rail Steelp. 177
Materials and Testing Specimensp. 177
Resultsp. 177
Discussionp. 179
Conclusionsp. 182
Deformation and Lifetime Behavior of a Cyclic Loaded Wheel Steelp. 182
Material and Testing Specimensp. 182
Experimental Detailsp. 183
Results and Discussionp. 185
Conclusionsp. 188
Referencesp. 189
Friction and Wear of Tractive Rolling Contactsp. 191
Tasks and Objektivesp. 191
Two Roller Modelp. 192
Calculation of Frictionp. 192
Traction-to-Creep-Behaviourp. 192
Description of the Tribotechnical Systemp. 193
Contact Parameters under Tribological Loadingp. 194
Deformation Component of Friction Forcep. 197
Adhesion Components of Friction Forcep. 199
Friction Coefficientp. 200
Test Machine and Test Rollersp. 200
Test Machine Designp. 200
Test Rollersp. 200
Resultsp. 201
Comparsion Between Theoretical and Experimental Traction Coefficientsp. 201
Experimental Friction and Wear Datap. 202
Comparison Between Wear Occurring in Original Rails and Test Rollersp. 207
Summaryp. 208
Referencesp. 209
Model-Based Validation within the Rail-Wheel-Subgrade Mod-elingp. 211
Motivationp. 211
The Rail-Wheel Contactp. 213
The Proportional-Integral-Observerp. 214
History of Disturbance Estimationp. 214
Estimation Behaviorp. 217
Known System without External Inputsp. 218
Known Systems with Constant External Inputsp. 219
Known Systems with Arbitrary External Inputsp. 220
Modeling and Simulationp. 221
Simulation Resultsp. 223
Concluding Remarks and Future Aspectsp. 225
Referencesp. 227
TRACK DYNAMICSp. 229
Monitoring the Dynamics of Railway Tracks by Means of the Karhunen-Loève-Transformationp. 231
Introductionp. 231
Dynamic Systemp. 232
Measurementsp. 235
Karhunen-Loève Transformationp. 237
Small Scale Experimentp. 239
Evaluation of Full Scale Measurementsp. 242
Evaluation of the Results and Outlookp. 245
Conclusionp. 245
Acknowledgmentp. 246
Referencesp. 246
Combined Modelling of Discretely Supported Track Modelsand Subgrade Models - Vertical and Lateral Dynamicsp. 247
Introductionp. 247
Frequency Domain Model for Vertical and Lateral Dynamicsp. 248
Fast Time Domain Model for Vertical Dynamicsp. 257
General Time Domain Model for Vertical Dynamicsp. 259
Conclusionsp. 263
Referencesp. 264
Measurement and Modelling of Resilient Rubber Rail-Padsp. 265
Introductionp. 265
General Conceptp. 267
Quasi-Static Experimentsp. 268
Low Frequency Measurementsp. 269
High Frequency Experimentsp. 271
Interpretation of Measurement Resultsp. 272
Frequency Domain Model of Rail-Padsp. 273
Concluding Remarksp. 273
Referencesp. 274
Model-Based Investigation of the Dynamic Behaviour of Rail-way Ballastp. 275
Introductionp. 275
Railway Ballast in Conventional Track Modelsp. 276
The Software Package Train Track Interaction (TTI)p. 277
Molecular Dynamics Methodp. 279
Application to Railway Ballastp. 280
Model Geometryp. 281
Contact Forcesp. 281
Input and Output Datap. 283
Simulation Stepsp. 284
Simulation Resultsp. 285
Plausibility and Robustness Testsp. 285
Short-Time Dynamicsp. 289
Long-Term Behaviourp. 291
Concluding Remarksp. 292
Referencesp. 294
The Dynamics of Railway Track and Subgrade with Respect to Deteriorated Sleeper Supportp. 295
Introductionp. 295
Experimental Set-Upp. 296
Scope of Experimental Investigationsp. 298
Identification of the Concrete Sleeper B70W60p. 299
Sleeper with Free - Free Boundary Conditionsp. 299
Ideal Contact Between Sleeper and Subsoilp. 300
Partially Unsupported Sleepers due to Voidsp. 302
Structural Dynamics of a Track Segmentp. 304
Comparison Between Laboratory and In-Situ Experimentsp. 309
Comparison Between Experimental and Numerical Investigationsp. 310
Conclusions and Outlookp. 312
Acknowledgementp. 313
Referencesp. 313
SUBGRADE DYNAMICSp. 315
Numerical Model and Laboratory Tests on Settlement of Bal-last Trackp. 317
Questionsp. 317
Irregular Settlements of Model Railway Tracksp. 317
Model Circular Trackp. 317
Ballast Loading Testp. 321
Summary of Model Testsp. 321
Long Term Behaviour of Railroad Ballast in Laboratory Tests andNumerical Simulationp. 323
Cyclic Element Testsp. 323
Numerical Simulation of Cyclic Element Testsp. 326
A Numerical Track-Train Modelp. 329
The Model of the Trackp. 329
Troughs as Reasons of Additional Permanent Deformationp. 331
Simulation Resultsp. 332
Referencesp. 335
Track Settlement Due to Cyclic Loading with Low Minimum Pressure and Vibrationsp. 337
Introductionp. 337
Loading Conditions in the Trackp. 338
Minimum Load During Cyclic Loadingp. 338
Vibrations and Impactsp. 338
Experimental Research and Findingsp. 340
First Tests with a Large Track Systemp. 340
Simplified Tests - Minimum Load During Cyclic Loadingp. 343
Simplified Tests Dynamic Excitationp. 346
Summary and Outlookp. 354
Referencesp. 355
Simulation of the Dynamic Behavior of Bedding-Foundation-Soil in the Time Domainp. 357
Introductionp. 357
Computational Modelp. 360
Finite Element Methodp. 360
Boundary Element Methodp. 361
Coupling Strategyp. 363
Computational Aspectsp. 364
Numerical Examplesp. 365
Two-Dimensional Systemsp. 365
Three-Dimensional Systemsp. 371
Conclusionp. 373
Referencesp. 374
Dynamic Behavior of Railway Track Systems Analyzed in Frequency Domainp. 377
Introductionp. 377
Analysis Procedurep. 378
Boundary Element Method (BEM)p. 378
Finite Element Method (FEM)p. 379
Coupling of BEM and FEMp. 380
Numerical Resultsp. 382
Model Sizep. 382
Influence of Different Track Geometryp. 383
Moving Loadp. 386
Summary and Conclusionp. 391
Referencesp. 392
Experimental and Numerical Investigations on the Track Stabilityp. 395
Introduction and Motivationp. 395
Problemp. 396
Solving Methodp. 396
Model Scale Testsp. 399
Transfer of the Results on a Prototypep. 404
Numeric Simulationp. 405
Possible Application of the Research Results to the Praxisp. 409
Summaryp. 409
Outlookp. 410
Referencesp. 410
Experimental Investigation and Numerical Modelling of Soils and Ballast under Cyclic and Dynamic Loadingp. 411
Introductionp. 411
Saturated Cohesive Soilsp. 412
Generalp. 412
Quasi-Static Modelp. 412
Verification of Numerical Modelp. 415
Cyclic Triaxial Tests on a Saturated Cohesive Soilp. 416
Granular Soils and Ballastp. 418
Experimental Investigation and Derivation of a Cyclic-Viscoplastic Constitutive Approachp. 418
Numerical Implementationp. 423
Modelling Examplesp. 427
Outlook and Future Objectivesp. 430
Referencesp. 430
3D-Simulation of Dynamic Interaction Between Track and Layered Subgroundp. 431
Introductionp. 431
Substructure Methodp. 432
Structures on the Surfacep. 433
Analysis in Frequency Domainp. 433
Analysis in Time Domainp. 439
Embedded Structures Analysis in Frequency Domainp. 444
Outlookp. 448
Acknowledgementp. 448
Referencesp. 448
Rigid Body Dynamics of Railway Ballastp. 451
Introductionp. 451
Molecular Dynamics Fails for the Simulation of Railway Ballastp. 452
Rigid Body Dynamicsp. 454
Schedule of Rigid Body Simulationsp. 456
Mathematical Descriptionp. 457
Dantzig's Algorithmp. 462
Collisionsp. 464
Resolution of Static Indeterminacyp. 466
Step Size Controlp. 468
Conclusionsp. 469
Referencesp. 470
A Comparative Study of Results from Numerical Track-Subsoil Calculationsp. 471
Introductionp. 471
Approach and Participantsp. 472
Calculated Systemsp. 472
System Datap. 472
Ballasted Trackp. 473
Slab Trackp. 475
Calculating Procedurep. 475
Resultsp. 477
Ballasted Trackp. 478
Slab Trackp. 485
Summaryp. 486
Referencesp. 487
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