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Chapter 28. Track-Train Dynamics. Problem Lateral Forces High Center of Gravity Cars Vertical Forces Loaded and Empty Cars. Lateral Phenomena. Types of Lateral Movement Lateral Bending and Bending Stress Lateral Movement Tilt or Twist. Train Action Derailment Wheel Climbing
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Chapter 28 Track-Train Dynamics
Problem • Lateral Forces • High Center of Gravity Cars • Vertical Forces • Loaded and Empty Cars
Lateral Phenomena • Types of Lateral Movement • Lateral Bending and Bending Stress • Lateral Movement • Tilt or Twist
Train Action • Derailment • Wheel Climbing • Rail Overturning • Brake Action – assumes status of a long and flexible beam in compression, a relatively unstable state • Quick take-up of slack in a long train can also exert lateral pressure
Train Action (Cont’d) Reverse Curves “Chording” the Curve Truck Hunting
Derailment Causes • Operating Error (Transportation) • Mechanical Error (Mechanical) • Track Error (Engineering) • Or a Combination of Above ~ Conduct Root Cause Analysis ~
L/V Ratio • Ratio of the lateral component to the vertical component of the wheel load. • As ratio increases, tendency to derail increases
Track Design Factors • Load Application • Ballast Section Design • L/V Track Restraint Ratio
Problems from Modern Cars • Car Weight
Rock & Roll • More prevalent on jointed track • Joints every 19.5 feet – induced oscillation • Car body springs have natural frequency of oscillation • At speeds between 12 and 20 mph frequencies are additive • If square joints – bounce • Solutions: • Don’t set sustained speed limits between 12-20 mph • Use snubbing devices on cars • Use CWR
Transportation Technology Center • Pueblo, Colorado • Test Tracks and Other Research Facilities