Anti-fretting wear design and protection of fishplates

Jun 18, 2025 Leave a message

Anti-fretting wear design and protection of fishplates

 

  • What is the formation mechanism of "fretting wear" in fishplates?​

Fretting wear occurs due to small-amplitude relative displacement between the fishplate and rail surface under train loads. When trains pass, rail elastic deformation causes 10 - 50μm fretting displacement, repeatedly breaking and reforming the oxide layer, leading to material loss. A railway fishplate showed 0.3mm wear after one year due to fretting.​

 

fishplate series

 

  • How does surface laser cladding enhance fishplate wear resistance?​

Laser cladding deposits a high-hardness alloy (e.g., tungsten carbide-cobalt) 0.5 - 1mm thick, with a hardness of HV1000+. The strong bond with the substrate resists fretting wear. Tests show laser-clad fishplates last three times longer than untreated ones, extending service from 2 to 6 years.​

 

fishplate 4

 

  • What is the role of the "wavy contact surface" design in reducing fishplate wear?​

The wavy surface (0.2 - 0.5mm height, 5 - 10mm wavelength) increases contact area and disperses fretting displacement, reducing stress concentration. Simulation shows it lowers maximum contact stress by 30% and wear rate by 25%. A railway reduced joint wear from 0.4mm/year to 0.3mm/year with wavy fishplates.​

 

fishplate application

 

  • What is the application effect of solid lubrication coatings in fishplate wear prevention?​

Solid lubrication coatings (e.g., molybdenum disulfide, 10 - 20μm thick) form a low-friction film (μ = 0.05 - 0.1), reducing friction and wear. In humid environments, the coating also prevents oxidation. A coastal railway's coated fishplates showed 40% less wear in three years compared to uncoated ones.​

 

  • What is the relationship between "preload control" during fishplate installation and wear?​

Proper preload (e.g., 300 - 350kN for M24 bolts) minimizes relative displacement and fretting wear. Insufficient preload (<200kN) increases fretting displacement by 50% and accelerates wear; excessive preload (>400kN) overloads bolts. Uneven preload at a construction site caused premature wear, resolved by adjusting preload.