Haipeng Lei 
- (2024): Simplified discontinuous field model for RC beams with a medium shear span ratio: Experimental study and shear strength formula. In: Engineering Structures, v. 321 (December 2024).
- : Shear mechanism of UHPC epoxiedâkeyed joints in PSUBs: Experimental and numerical investigations. In: Structural Concrete.
- (2024): Experimental and analytical investigations for the bond slip and anchorage design between BFRP bar and engineered cementitious composites. In: Structures, v. 68 (October 2024).
- (2024): Graphical poly-arch model for the ultimate limit state verification of RC deep beams under hanging loads. In: Structures, v. 68 (October 2024).
- (2024): Investigations on the shear performance degradation of ECC-NC grooved interface under salt freeze-thaw cycles. In: Journal of Building Engineering, v. 94 (October 2024).
- (2024): Experimental and theoretical investigations on flexural performance of hybrid fiber reinforced ECC-NC composite beams. In: Case Studies in Construction Materials, v. 20 (July 2024).
- (2023): Graphical modeling of discontinuous stress field for RC deep beams under uniform load. In: Structural Concrete, v. 24, n. 4 (5 July 2023).
- (2023): Bearing capacity of concentric anchorage zones in post-tensioned members: A stress field solution. In: Structures, v. 50 (April 2023).
- (2024): Shear strength of pretensioned concrete T-girders: a combined stress field model and experimental investigations. In: Structure and Infrastructure Engineering, v. 20, n. 11 (25 June 2024).
- (2022): Precast segmental piers: testing, modeling and seismic assessment of an emulative connection based on a grouted central tenon. In: Bulletin of Earthquake Engineering, v. 20, n. 5 (February 2022).
- (2019): Simplified Interactive Flexure-Shear Design Method for Concrete Beams Based on Plastic Stress Field. Presented at: IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019.
- (2021): UHPC jacket retrofitting of reinforced concrete bridge piers with low flexural reinforcement ratios: experimental investigation and three-dimensional finite element modeling. In: Structure and Infrastructure Engineering, v. 17, n. 10 (March 2021).
- (2020): Experimental investigation and seismic vulnerability assessment of low flexural strength rectangular bridge piers retrofitted with ultrahigh-performance concrete jackets. In: Engineering Structures, v. 206 (March 2020).
- (2019): Research on seismic resilience of prestressed precast segmental bridge piers reinforced with high-strength bars through experimental testing and numerical modelling. In: Engineering Structures, v. 197 (October 2019).
Structurae cooperates with
