A set of UHPC material tests was performed at the University of Houston Structural Laboratory using cylinder compression tests, direct tensile tests (DTTs), and four-point bending tests. Two UHPC mixe
Dataset 1 include 100 rebar-reinforced rectangular UHPC beams data. The selection criteria for these datasets is stringent, including: (1) a minimum cubic compressive strength of UHPC of 110 MPa (16 k
Ultra-high-performance concrete (UHPC) possesses mechanical characteristics that significantly outperform traditional concrete. However, replicating these properties consistently across different prod
