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This document summarizes initial findings from testing on a damaged steel railway bridge girder at the Transportation Technology Center Facility for Accelerated Service Testing. Three notches were introduced in the bottom cover plate of one 32-foot span to study crack propagation and the ability of the built-up girder to redistribute stresses. Over 2.5 million load cycles have been accumulated so far with no change in deflection. The testing aims to provide information on inspection intervals, critical crac

Author

abdul

Language

EN