Analysis of rail structure interaction in continuous welded rails on railway bridges: a parametric analysis
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s41062-024-01687-z.pdf
Reference51 articles.
1. Xiao F, Sun H, Mao Y, Chen GS (2023) Damage identification of large-scale space truss structures based on stiffness separation method. In: Structures, vol 53. Elsevier, pp 109–118
2. Fryba L (1985) Thermal interaction of long welded rails with railway railway bridges. Rail Int 16(3):P.5–24.
3. Ruge P, Birk C (2007) Longitudinal forces in continuously welded rails on bridgedecks due to nonlinear track-bridge interaction. Comput Struct 85(7–8):458–475
4. Luo J, Zeng Z (2019) A novel algorithm for longitudinal track–bridge interactions considering loading history and using a verified mechanical model of fasteners. Eng Struct 183:52–68
5. Okelo R, Olabimtan A (2011) Nonlinear rail–structure interaction analysis of an elevated skewed steel guideway. J Bridg Eng 16(3):392–399
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