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Official PDF TranslationRailway Engineering Science (铁道工程科学)

Drive-by interlayer damage detection methodology for heavy-haul railway bridge using axle box acceleration

Authors: WANG Yujie; ZHAN Jiawang; WANG Zhihang; ZHANG Nan; XU Xinxiang; WANG Chuang; NI Zhen

DOI: 10.1007/s40534-025-00404-5Status: Verified Translated Edition
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Key Findings in This Report

• • Field validation on an 18-span, 609.5-m simply supported HHR bridge identified five interlayer damage locations, demonstrating the method's capacity to localize defects across multiple spans without fixed sensors. • • The IAQI indicator, derived from Hilbert transform of axle box acceleration, enabled damage localization even when beam damage, track irregularity, and noise were simultaneously present, reducing false positives from sleeper-passing frequency components. • • The hybrid filtering approach, combining bandpass filtering around sleeper-passing frequencies and a statistical diagnostic tool, successfully discriminated interlayer damage from normal sleeper-related driving responses, a critical bottleneck in drive-by inspection. • • When wheel entry/exit responses are unavailable, the method permits conservative evaluation using the nearest pier response, ensuring detection continuity for locations near span ends (e.g., location 6) and maintaining inspection reliability.