Zhenming Xu
- Theoretical bond model between rebar and ultra-high performance concrete considering the effect of coarse aggregate. In: Construction and Building Materials, v. 450 (November 2024). (2024):
- Finite element analysis of progressive collapse resistance of precast concrete frame beam-column substructures with UHPC connections. In: Journal of Building Engineering, v. 82 (April 2024). (2024):
- (2023): Full-Scale Experimental Study of Shear and Flexural Behavior of 16-m Retired Reinforced Concrete T-Beams. In: Buildings, v. 13, n. 8 (2 August 2023).
- (2022): Numerical Simulation of Lap-Spliced Ultra-High-Performance Concrete Beam Based on Bond–Slip. In: Buildings, v. 12, n. 8 (31 Juli 2022).
- Flexural behavior of UHPC-filled longitudinal connections with non-contacting lap-spliced reinforcements for narrow joint width. In: Structures, v. 39 (Mai 2022). (2022):
- (2022): Experimental and Analytical Investigation of Bond Behavior of Deformed Steel Bar and Ultra-High Performance Concrete. In: Buildings, v. 12, n. 4 (11 April 2022).
- (2022): Experimental Study on Shear Behavior of Precast High-Strength Concrete Segmental Beams with External Tendons and Dry Joints. In: Buildings, v. 12, n. 2 (18 Januar 2022).