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This study investigates the mechanical properties of Ultra High Performance Concrete (UHPC) through experimental and numerical methods, comparing its performance to Normal Strength Concrete (NC). The research involved various tests to evaluate tensile and compressive strengths, leading to the development of a Finite Element model using Concrete Damage Plasticity (CDP) to simulate UHPC behavior. Results indicated that UHPC exhibits significantly higher compressive strength and improved durability compared to

Author

kaushalabh4

Language

EN