Interface Journal
The Journal of Wheel/Rail Interaction
Interface Journal
Navigation
  • Home
  • About Interface
  • Contact
  • Wheel Rail Seminars
  • Sponsorship
You are here: Home › Gary Wolf › Page 2
Currently browsing category

Gary Wolf

Assessing the Effects of Coupler Force and Train Speed on Freight Car Curving Resistance

January 4, 2014 | Filed under: Gary Wolf, Vehicle/Track

By Matthew Dick, Gary Wolf and Jack Chislett • October, 2008 Reducing fuel costs and consumption are at the top of every railroad’s agenda. The drive to reduce fuel-related costs has launched an array of proposed techniques, modifications and new practices. Rail Sciences, Inc., simulated a number of potential fuel-saving options …

Reducing Broken Rail Derailments in Dark Territory (Part 1 of 2)

January 4, 2014 | Filed under: Gary Wolf, Measurement Systems, Rail Maintenance

By Norman Hooper • January, 2008 This article reflects observations made while serving as Chief Engineer of BC Rail, a Class II railway (now owned by Canadian National) during a period in which the railway reduced service failures and broken rail derailments in dark territory by 60% — an improvement …

Curve Superelevation: Problems and Solutions

January 3, 2014 | Filed under: Gary Wolf, Rail Maintenance, Track Geometry, Vehicle/Track

By Gary Wolf • January, 2006 Railroad engineering managers have been struggling with the problem of how much elevation to place in a curve since the first steam engines started turning a wheel. While the physics and calculus of the matter seem straightforward, the application of those formulas is where problems …

The truck bolster bowl: Is it a bowl or a bearing?

January 3, 2014 | Filed under: Gary Wolf, Vehicle Design

by Gary Wolf • October 2005 Like many aspects of the three-piece truck, performance issues surrounding the truck bolster bowl and body centerplate are often misunderstood. One of the biggest misunderstandings is that the bolster bowl is actually a bearing. Years ago at a meeting where truck performances issues were …

Vehicle Side Bearings: Function, Performance and Maintenance (Part 2 of 2)

January 3, 2014 | Filed under: Gary Wolf, Vehicle Design, Vehicle/Track

By Gary Wolf • May 04, 2005 Part 1 of this two-part article explored the importance of roller style side bearings in maintaining proper vehicle performance and how improper maintenance of side bearings can directly affect wheel/rail forces. Part 2 examines the purpose, types of designs and maintenance of the …

Preventing Track Buckles

January 3, 2014 | Filed under: Gary Wolf, Heavy Haul, Rail Maintenance

By Gary Wolf • March 10, 2005 With the approach of spring, a trackman’s thoughts turn to the potential for sun kinks. Some call them thermal misalignments, some call them track buckles, some call them sun kinks. But no matter what you call them, their effects can be characterized in …

Vehicle Side Bearings: Function, Performance and Maintenance (Part 1 of 2)

January 3, 2014 | Filed under: Gary Wolf, Vehicle Design, Vehicle/Track

By Gary Wolf • April 04, 2005 Side Bearings serve as support elements on the truck bolster and are located to the side of the centerplate. The function of the side bearing is to support the underside of the car body bolster in the event the car leans to one side …

Rock ’til You Drop: Starting and Stopping Harmonic Rock and Roll

January 3, 2014 | Filed under: Gary Wolf, Rail Maintenance, Track Geometry, Vehicle/Track

By Gary Wolf • February 1, 2005 It’s said that “it takes two to tango,” but it takes three critical elements to induce harmonic rock and roll: Like many of the other legendary “rockers,” freight car rock and roll came to the forefront in the ‘70s. The introduction of high-center-of-gravity, 100-ton …

Examining wheel/rail interaction on rail transit systems

January 3, 2014 | Filed under: Friction Management, Gary Wolf, Noise and Vibration, Rail Grinding, Rail Transit, Wheel Maintenance, Wheel/Rail Interaction

By Bob Tuzik • November 4, 2004 If the first unwritten rule in optimizing the wheel/rail interface on rail transit is: Know your system; the second rule should be: Recognize that the w/r interface is a system. “No single department can attack the issues in isolation and expect to get very far,” Joseph Oriolo, Senior …

Inspection and Analysis of Switch Derailments (Part 2 of 2)

January 2, 2014 | Filed under: Gary Wolf, Rail Maintenance, Vehicle/Track, Wheel Maintenance

By Gary Wolf Part 1 of this article examined trailing-point derailments, facing-point derailments and thin flange wheels. Part 2 examines wheel climb and frog-related derailments. Crosslevel variances in turnout geometry represent a common cause of wheel-climb derailments. It’s not unusual to find bolted or insulated joints within 30 to 40 …

← Previous Page
Next Page →

Search by Category

Related Articles

  • Gary Wolf is the recipient of Wheel Rail Seminars’ 2023 Worth Award
    In relation to
    Gary Wolf
  • “The Complete Field Guide to Modern Derailment Investigation:” An insiders’ look into the definitive work by the industry’s preeminent derailment investigator.
    In relation to
    Gary Wolf
  • Effects of Wide Gauge on Derailment Potential (Part 1 of 2)
    In relation to
    Rail Maintenance
  • Using Derailment Findings to Identify Derailment Risks
    In relation to
    Gary Wolf
  • Switch Point Derailments: Is it the point or the wheel? (Part 1 of 2)
    In relation to
    Gary Wolf

Sponsors

ENSCO

LORAM

© 2025 Interface Journal

 

Loading Comments...