PSI - Issue 66

Jiaqi Li et al. / Procedia Structural Integrity 66 (2024) 221–228 Author name / Structural Integrity Procedia 00 (2025) 000–000

228

8

[7] Xiong, Z., Pan, Z., Wolters, K., Liu, H., Cheng, L., Li, J., & Feldmann, M. (2024). Prefabricated Composite Dowels Girders for Small Bridges ‐ Structural Design and Efficiency Evaluation. ce/papers, 7(3-4), 50-55. [8] Xiong, Z., Liang, Z., Liu, X., Feldmann, M., & Li, J. (2023). Steel-UHPC composite dowels’ pull-out performance studies using machine learning algorithms. Steel and Composite Structures, 48(5), 531-545. [9] Xiong, Z., Li, J., Zhu, H., Liu, X., & Liang, Z. (2022). Ultimate bending strength evaluation of MVFT composite girder by using finite element method and machine learning regressors. Latin American Journal of Solids and Structures, 19(3), e438. [10] Berthellemy, J. (2013). Fatigue designed CL-cutting shape: A new economic steel-concrete connection system and some applications for bridges. Procedia Engineering, 66, 138-149. [11] Seidl, G., & Lorenc, W. (2018). Innovative Konstruktionen im Verbundbrückenbau mit Verbunddübelleisten. Stahlbau, 87(6), 547-554. [12] Feldmann, M., Pak, D., Kopp, M., Schillo, N., Wirth, T., Seidl, G., ... & Koch, E. (2012). Eisenbahn ü berf ü hrung Simmerbach: Feldmessungen der Verbundd ü bel und der Schienenst ü tzpunkte am VFT ‐ Rail® ‐ Träger. Stahlbau, 81(10), 737-747. [13] Classen, M., & Gallwoszus, J. (2016). Concrete fatigue in composite dowels. Structural Concrete, 17(1), 63-73. [14] Christou, G., Classen, M., Wolters, K., & Broschart, Y. (2019). Fatigue of composite constructions with composite dowels. ce/papers, 3(3 4), 277-282. [15] Qu Zhe, & Ye Lieping. (2011). Bearing capacity degradation model of reinforced concrete components based on effective cumulative hysteresis energy dissipation. Engineering Mechanics, 28(6), 45-51. (in Chinese) [16] Shi, G., Gao, Y., Wang, X., & Zhang, Y. (2018). Mechanical properties and constitutive models of low yield point steels. Construction and Building Materials, 175, 570-587.