Multidimensional influence analysis on the strain–axial load relationship in U-rib welds of steel bridge decks with resin-bonded UHPC (RBPC) pavement systems | Synapse
March 3, 2026
Multidimensional influence analysis on the strain–axial load relationship in U-rib welds of steel bridge decks with resin-bonded UHPC (RBPC) pavement systems
Key Points
Strain and axial load are significantly influenced by the U-rib weld configuration in bridge decks.
Key metrics show the effectiveness of resin-bonded UHPC in enhancing performance under various loads.
Observational analysis was performed on steel bridge decks fitted with RBPC systems and their strain responses.
Findings support potential advancements in design for enhanced durability and safety in steel bridge construction.