Electrochemical Corrosion and Protection of Fastener Metal Components under S...
In electrified railways, traction return current cannot flow completely through the return line, and some current leaks into the track, ballast bed, a
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Long-Term Impact of Interlayer Gaps in Ballastless Track Structure on Fastene...
Ballastless track consists of multiple layers including rails, fasteners, track slabs, and base plates. The interfaces between these layers should be
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The Impact of Heat Treatment Defects on Fatigue Performance and Fracture Mode...
Heat treatment is a core manufacturing process that determines the strength, toughness, and fatigue life of spring clips. Improper control of processe
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Matching Mechanism Between Overturning Moment and Fastening System Resistance...
When a train passes through a curve, centrifugal force is converted into a huge lateral wheel-rail force, causing an overturning moment around the out
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Stiffness Evolution of Polyurethane Rail Pads under Long-Term Creep
Polyurethane rail pads are widely used in vibration reduction sections of rail transit due to their high elasticity, high damping, and aging resistanc
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Analysis of the Entire Process of Loosening, Debonding, and Failure of Pre-em...
Pre-embedded sleeves are the core connecting components between the fastening system and the concrete sleepers. Their bonding and anchoring performanc
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Fretting Fatigue and Wear Coupling Mechanism of Elastic Rail Clips under High...
Under high-speed, high-density train operation conditions, the contact surface between the rail and the elastic rail clip experiences minute-amplitude
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Rail overturning and tilting risks and the lateral restraint capacity of fast...
Rails may overturn or tilt under conditions such as curves, impacts, and defects. The fastener system must provide sufficient lateral restraint to sup
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The impact of torque dispersion in fastener installation on track stiffness u...
Inconsistent torque magnitude and tightness during on-site construction can cause drastic changes in fastener stiffness over short distances, creating
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Low-Temperature Brittleness of Fastening System Materials and Safety of Servi...
In high-altitude and low-temperature environments, materials such as elastic clips, bolts, and gauge blocks are prone to decreased toughness and incre
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Special stress characteristics of bridge fasteners in the expansion and contr...
The bridge beam expands and contracts with temperature, and the relative displacement between the rail and the bridge near the beam end is significant
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The Impact of the Gap Between the Elastic Rail and the Gauge Block on Track G...
The gap between the elastic rail and the gauge block directly affects the rail positioning accuracy. An excessively large gap will cause gauge fluctua
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