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Transitioning from Reactive to Proactive Track Management on Network Rail


Railways traditionally have relied on reactive measures to maintain the infrastructure. But in order to effectively compete in today's economic environment, they must move away from a "fix it when you find something wrong" mentality toward predictive, trend-based monitoring systems that enable them to identify and correct emerging problems before they disrupt the network, Gary Sanford, head of development and examination at Network Rail, told delegates at Advanced Rail Management and Interface Journal's 2004 Rail/Wheel Interface Seminar.

Network Rail (NR), the UK track authority, has begun charting such a course, and has implemented a number of innovative approaches to achieve condition- or trend-based monitoring and maintenance planning. "We have the technology and the equipment," Sanford said. "We now have to get at the hearts and minds to make this happen."

NR (formerly Railtrack) undertook a comprehensive study of rolling contact fatigue (rcf) after a broken rail was implicated in the deadly Hatfield crash several years ago. Working with researchers from around the world, NR identified three primary modes of rcf: steady-state contact, which is found on tight curves; bi-stable contact, found on medium curves; and convergent contact, found on shallow curves and tangent track. In steady-state contact, high stresses are generated by curving forces at the gauge corner of the rail. There are high stresses in the gauge corner in bi-stable contact, but there is also movement across the rail. Convergent contact generates lateral rail misalignment and dynamic action of the axles in opposite directions. This results in changes in rolling radius and longitudinal forces, and shifts in the contact patch.

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