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This study investigates the impact of high-frequency loads on the dynamic damage of steel-concrete composite beam bridges, particularly focusing on the degradation of group studs used for shear connections. Finite element simulations reveal that damage reduces the ultimate bearing capacity, slip, and stiffness of the studs, leading to increased displacements in the composite beams under various train speeds. The findings emphasize the importance of understanding long-term performance and degradation effects
- Author
- mashudha88
- Language
- EN