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This study investigates the use of Ultra-High Performance Concrete (UHPC) as tension reinforcement in hybrid beams, aiming to eliminate the need for traditional steel reinforcement. Experimental tests on composite beams showed that a thin UHPC layer can effectively cater to tensile stresses, providing high flexural strength and durability in corrosive environments. The findings suggest that hybrid NC-UHPC beams are a viable alternative for construction, although further research on full-scale applications i
- Author
- Francisco Hours
- Language
- EN