Dynamic vehicle-track interaction with multiple short rail defects over long wavelength track settlement

Keyphrases

• Long Wavelength 100%
• Rail Defects 100%
• Track Settlement 100%
• Dynamic Vehicle-track Interaction 100%
• Railway Track 50%
• Tracking System 50%
• Rolling Contact Fatigue 50%
• Imperfection 50%
• Dynamic Amplification Factor 50%
• Dynamic Effects 25%
• Transition Zone 25%
• Maintenance Cost 25%
• Loading Conditions 25%
• Dynamic Interaction 25%
• Track Components 25%
• Dynamic Testing 25%
• Squat 25%
• Shortwave 25%
• Acoustic Source 25%
• Railway Corridor 25%
• Rolling Stock 25%
• Risky Driving 25%
• Track Models 25%
• Track Maintenance 25%
• Train Route 25%
• Vibroacoustics 25%
• Dynamic Performance 25%
• Public Safety 25%
• Track Inspection 25%
• Material Testing 25%
• Vibration Effect 25%
• Wheel-rail Contact 25%
• Vehicle Model 25%
• Coupled Dynamics 25%
• Rail Surface Defect 25%
• Bridge Ends 25%
• Rail Squats 25%
• Low-frequency Vibration 25%
• DIP Joint 25%
• Unplanned Maintenance 25%
• Acoustic Radiation 25%
• Stiffness Transition 25%
• Multibody Simulation 25%
• Load Factor 25%
• Dynamic Impact Load 25%
• Infrastructure Stock 25%
• Multi-degree-of-freedom Coupling 25%
• Mud Pumping 25%
• Vehicle-track Interaction 25%
• Crossing Nose 25%
• Inspection Planning 25%
• Contact Theory 25%
• Dynamic Resistance 25%
• Continuous Rolling 25%
• Short Defect 25%

Engineering

• Railway 100%
• Rolling Contact Fatigue 100%
• Vehicle Dynamics 100%
• Joints (Structural Components) 50%
• Dynamic Effect 50%
• Degree of Freedom 50%
• Real Life 50%
• Surface Defect 50%
• Loading Condition 50%
• Dynamic Performance 50%
• Acoustic Source 50%
• Rail Surface 50%
• Rolling Stock 50%
• Rail Track 50%
• Impact Loads 50%
• Public Safety 50%
• Load Factor 50%
• Short Wavelength 50%
• Long Wavelength 50%
• Low Frequency Vibration 50%
• Dynamic Resistance 50%