Haipeng Lei 
- (2024): Experimental and theoretical investigations on flexural performance of hybrid fiber reinforced ECC-NC composite beams. In: Case Studies in Construction Materials, v. 20 (Juli 2024).
- (2023): Graphical modeling of discontinuous stress field for RC deep beams under uniform load. In: Structural Concrete, v. 24, n. 4 (5 Juli 2023).
- (2023): Bearing capacity of concentric anchorage zones in post-tensioned members: A stress field solution. In: Structures, v. 50 (April 2023).
- : Shear strength of pretensioned concrete T-girders: a combined stress field model and experimental investigations. In: Structure and Infrastructure Engineering.
- (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 (Februar 2022).
- (2019): Simplified Interactive Flexure-Shear Design Method for Concrete Beams Based on Plastic Stress Field. Vorgetragen bei: 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 (März 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 (März 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 (Oktober 2019).
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