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This study investigates the flexural behavior of precast concrete bridge deck panels connected with ultra-high performance fiber reinforced concrete (UHPFRC) to address issues of cracking and water infiltration in traditional normal strength concrete (NSC) connections. Three types of UHPFRC connections (rectangular, zigzag-shaped, and diamond-shaped) were tested, showing superior flexural capacities and bonding strength compared to NSC. Finite element models were developed to optimize UHPFRC connection desi

Author

J Rodolfo Martinez R

Language

EN