已发表学术期刊论文35篇(其中18篇SCI、6篇EI),以下仅列出10篇代表作
1.Zhang, J.,Heng, J.*, Dong, Y., Baniotopoulos, C., & Yang, Q. (2024). Coupling multi-physics models to corrosion fatigue prognosis of high-strength bolts in floating offshore wind turbinetowers. Engineering Structures, 301, 117309.
2.Guan, M., Wang, X.,Heng, J.*, Sha, M., & Du, H. (2023). Parametric study on lateral behaviour of composite shear walls with high-strength manufactured sand concrete. Structures, 49: 332-344.
3.Li, C.,Heng, J.*, Zhou, Z., Zhan, Y., & Dong, Y. (2023). Cyclic performance of prefabricated composite shear stud connectors for accelerated bridge construction. Advances in Structural Engineering, 13694332231215000.
4.Heng, J., Zheng, K., Feng, X., Veljkovic, M., & Zhou, Z*. (2022). Machine Learning-Assisted probabilistic fatigue evaluation of Rib-to-Deck joints in orthotropic steel decks. Engineering Structures, 265, 114496.
5.Heng, J., Zhou, Z.*, Zou, Y., & Kaewunruen, S. (2022). GPR-assisted evaluation of probabilistic fatigue crack growth in rib-to-deck joints in orthotropic steel decks considering mixed failure models. Engineering Structures, 252, 113688.
6.Feng, X., Zheng, K.,Heng, J.*, Zhu, J., & He, X. (2022). Fatigue performance of rib-to-deck joints in orthotropic steel deck with PWHT. Journal of Constructional Steel Research, 196, 107420.
7.Zheng, J., Tang, J., Zhou, Z.,Heng, J.*, Chu, X., & Wu, T. (2022). Intelligent cognition of traffic loads on road bridges: From measurement to simulation–A review. Measurement, 111636.
8.Gao, Y., Li, C., Wang, X., Zhou, Z., Fan, L., &Heng, J.*(2021). Shear-slip behaviour of prefabricated composite shear stud connectors in composite bridges. Engineering Structures, 240, 112148.
9.Heng, J., Zheng, K.*, Kaewunruen, S., Zhu, J., & Baniotopoulos, C. (2020). Probabilistic fatigue assessment of rib-to-deck joints using thickened edge U-ribs. Steel Compos. Struct, 35, 799-813.
10.Heng, J., Zheng, K.*, Kaewunruen, S., Zhu, J., & Baniotopoulos, C. (2019). Dynamic Bayesian network-based system-level evaluation on fatigue reliability of orthotropic steel decks. Engineering Failure Analysis, 105, 1212-1228.
*:通讯作者