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  WHEEL/RAIL INTERFACE

Applying Quality Concepts to the Wheel/Rail Interface (Part 1 of 3)



Quality concepts have been used in various industries for many years to improve productivity, reduce expenses, and eliminate defects. Work done by the Norfolk Southern Research and Tests Department has begun to show that applying quality concepts to wheel/rail interaction can lead to significant operational and financial improvements.

In 2003, Norfolk Southern initiated a six-sigma project to improve the efficiency of the grinding program. Specifically, the project set out to determine how
efficiently and how effectively NS was grinding rail. Efficiency deals with the cost; effectiveness deals with the performance of the finished rail. You can grind very efficiently using only one pass, but you may leave profiles that cause the rail to fatigue prematurely or cause high lateral forces that contribute to fastener and tie degradation.

NS made two fundamental assumptions at the start of this project:

• The first assumption was that rail grinding is a “cost of poor quality.” It is considered as such because rail grinding is just artificial wear that shortens the life of the rail. The cost of poor quality associated with rail grinding is still much less than the cost of poor quality associated with allowing the rail life to be shortened by the formation of an excessive number of fatigue defects. So grinding is essentially the lesser of the two evils. In a perfect world, the railroad industry would be able to move freight without causing the rail to fatigue or wear.

• The second assumption was that longitudinal creep forces are the primary driver of fatigue damage and rail failures. These creep forces generate residual longitudinal tensile stresses in the head of the rail and allow fast fracture to initiate from smaller crack sizes. NS decided to reduce these forces and obtain the best steering without undue contact stresses by grinding the rail to a conformal profile.

As with any six-sigma project, NS began by collecting data. It created a set of codes to note the reasons why any curve or tangent received more than one grinding pass. As Figure 1 indicates, the “high” field side of the low rail accounted for 63% of the segments receiving multiple passes. An additional 11% of the segments exhibited a combination of “high” field corner on the low rail and rolling contact fatigue on the surface of the rails. Overall, high field conditions on the low rail accounted for almost 75% of the reasons for performing multiple grinding passes on a segment.


Having identified field relief of the low rail in curves as the primary reason for multiple passes, NS overlaid its low rail template on a typical low rail profile and determined that the template was the problem. The left side of Figure 2 shows the template overlaid on a typical profile. In order to match the profile to the template, NS needed to remove more than 0.080 inches in depth at one point. The extended horizontal line on the field side of the template promoted aggressive low rail field relief in order to prevent rail rollover derailments. This feature of the template drove the multiple passes associated with a “high” field condition discussed in the previous paragraph. The aggressive low rail field relief also biased the low rail contact toward the gauge shoulder, which caused wheelset steering problems.

The right side of Figure 2 illustrates the same profile with a low rail template developed by the Transportation Technology Center, Inc. (TTCI) using Wheel/Rail Tolerance (WRTOL) software. In order to design this new template, NS collected Miniprof measurements of wheel profiles from more than 100 representative wheelsets for this particular route. The TTCI imported these profiles into the WRTOL software, analyzed the contact points and rolling radii differentials, and designed a low rail template that provided conformal contact. With this new template, the maximum required depth of metal removal is less than half of that required with the original template. The new template moved the low rail contact point to the center of the low rail and restored proper wheelset steering.


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JULY 2007
"Specification and Documentation of Rail Grinding Work in Europe"
READ ARTICLE

JULY 2007
"Tuning in to the Systems Approach"
READ ARTICLE

APRIL 2007
"Profile Optimization in the Urban Rail Context"
READ ARTICLE

JULY 2006
"Using Real Time Quality Control to Manage Rail Grinding"
READ ARTICLE

APRIL 2005
"Practical Rail Grinding"
READ ARTICLE


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