MxV Rail investigated whether various de-anchoring lengths affected the rail neutral temperature (RNT) profile after welding and subsequent traffic. Conducted at the Facility for Accelerated Service Testing (FAST®) between January and March 2024, the testing simulated a cold weather rail break (rail in significant tension) in track with continuously welded rail (CWR). Current guidance for CWR track is to de-anchor through the affected influence zone before re-welding. The influence zone is defined as the region where the longitudinal rail forces (i.e., RNT) are affected by the rail break. This distance may extend up to 600 feet, depending on rail temperature at the time of the break, the RNT, and the longitudinal resistance. As part of an ongoing effort to provide improved guidance during RNT re-establishment, this work was supported by the Association of American Railroads (AAR) under its Strategic Research Initiatives (SRI) program. RNT RE-ESTABLISHMENT When a cold weather rail…
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