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Verified CAS / Academic Author2 Decoded Studies

Prof. WANG Chuang

School of Civil Engineering, Beijing Jiaotong University

Research Publications & English Decoded Briefs

Showing 2 publications
Railway Engineering Science (铁道工程科学)2026DOI: 10.1007/s40534-025-00404-5

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

Interlayer degradation in heavy-haul railway (HHR) bridges under rising axle loads and transport volumes threatens structural safety. Traditional visual inspection and fixed-sensor structural health monitoring are impractical for large bridge inventories. This paper proposes a drive-by inspection methodology that combines vertical axle box acceleration (ABA) with hybrid filtering for rapid interlayer damage detection in multi-span HHR bridges. The framework introduces a Hilbert-transform-based instantaneous amplitude quartic index (IAQI) to enhance damage localization accuracy. The hybrid filtering integrates bandpass filtering targeting sleeper-passing frequency components to suppress track irregularity effects, and a statistical diagnostic tool to discriminate interlayer damage from sleeper-related driving components. Numerical analyses and a field test on an 18-span, 609.5-m simply supported HHR bridge validate the method. Results demonstrate effective detection under combined beam damage, irregularity, and noise. The field test identified five interlayer damage locations requiring on-site confirmation. The method offers a new strategy to improve inspection efficiency and ensure operational safety of HHR bridges.

Int. Journal of Mining Science and Technology (采矿与安全工程)2025DOI: 10.1016/j.ijmst.2025.08.010

A sediment sampling system for monitoring plume redeposition from deep-sea polymetallic nodule mining

The spatiotemporal characterization of plume sedimentation and microorganisms is critical for developing plume ecological monitoring models. To address the limitations of traditional methods in obtaining high-quality sediment, a novel sampling system with 6000 m operational capability and three-month endurance was developed. It is equipped with three sediment samplers and a set of formaldehyde preservation solution injection devices. The system is controlled by a low-power, timing-triggered controller. To investigate low-disturbance rheological mechanisms, gap-controlled rheological tests were conducted to optimize the structural design of the sampling and sealing assembly. Stress-controlled shear rheological tests were employed to investigate the mechanisms governing yield stress in sediments under varying temperature conditions and boundary roughness. Additionally, the coupled Eulerian-Lagrangian (CEL) method and sediment rheological constitutive models were employed to simulate tube-soil interaction dynamics and sediment disturbance. The radial heterogeneity of sediment disturbance and friction variation of the sampling tube were revealed. The tube was completely "plugged" at a penetration depth of 261 mm, providing critical data support for penetration depth parameters. The deep-sea pressure test and South China Sea field trials demonstrated the system's capability to collect and preserve quantitative time-series sediment samples with high fidelity.