PSI - Issue 45

Yuanpeng Zheng et al. / Procedia Structural Integrity 45 (2023) 96–103 Author name / Structural Integrity Procedia 00 (2019) 000–000

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areas like CT specimens when applying equations in the current code in which the potentially detrimental influence of bonding behavior is underrepresented. Acknowledgements The authors would like to appreciate the financial support from the National Science Foundation of China (Grant No. 51978509) and Mr. Lingzhen Li of ETH Zurich and Empa for his helpful advice and instructions. References Chen, T., Yao, C., Hu, L., Huang, C., Li, X., 2019a. Numerical analysis of central mixed-mode cracking in steel plates repaired with CFRP materials. Thin-Walled Structures, 143, 106196. Chen, T. Huang, C., Hu, L., Song, X., 2019b. Experimental study on mixed-mode fatigue behavior of center cracked steel plates repaired with CFRP materials, Thin-Walled Structures, 135, 486–493. Chen, T., Huang, C., 2019. Fatigue tests on edge cracked four-point bend steel specimens repaired by CFRP, Composite Structures, 219, 31–41. Colombi, P., Bassetti, A., Nussbaumer, A., 2003a. Analysis of cracked steel members reinforced by pre-stress composite patch, Fatigue and Fracture of Engineering Materials and Structures, 26(1), 59–66. Colombi, P., Bassetti, A. and Nussbaumer, A., 2003b. Crack growth induced delamination on steel members reinforced by prestressed composite patch, Fatigue and Fracture of Engineering Materials and Structures, 26(5), 429–438. Colombi, P., Fava, G. and Sonzogni, L., 2015. Fatigue crack growth in CFRP-strengthened steel plates, Composites Part B: Engineering, 72, 87– 96. Hill, L.T., Brust, F.W., Kalyanam, S., 2020. Benchmarks and sensitivity studies for subcritical crack growth analyses using XFEM in Abaqus/Standard. Hosseini, A. et al. ,2017. Mode I fatigue crack arrest in tensile steel members using prestressed CFRP plates, Composite Structures, 178, 119–134. HUNTSMAN ,2004. Araldite 2014 datasheet. Huang, C., Chen, T., Feng, S., 2019. Finite element analysis of fatigue crack growth in CFRP-repaired four-point bend specimens. Engineering Structures, 183, 398-407. Huang, C., Chen, T., Xia, Z., Jiang, L., 2022. Numerical study of surface fatigue crack growth in steel plates repaired with CFRP. Engineering Structures, 268, 114743. Lesiuk, G. et al., 2018. Fatigue crack growth rate in CFRP reinforced constructional old steel, International Journal of Structural Integrity, 9(3), 381–395. Lesiuk, G. et al., 2020. Minimal Invasive Diagnostic capabilities and effectiveness of CFRP-patches repairs in long-term operated metals, Metals, 10, 984. Liu, H.B., Zhao, X.L. and Al-Mahaidi, R. ,2010. Effect of fatigue loading on bond strength between CFRP sheets and steel plates, International Journal of Structural Stability and Dynamics, 10(1), 1–20. Ministry of Housing and Urban-Rural Construction of the People’s Republic of China ,2020. GB 50608-2020 Technical standard for fiber reinforced polymer (FRP) in construction. China. Tada, H., Paris, P.C. and Irwin, G.R. ,2000. The Stress Analysis of Cracks Handbook. Third Edition. New York: ASME Press. Wu, C. et al. ,2013. Effect of fatigue loading on the bond behaviour between UHM CFRP plates and steel plates, Composites Part B: Engineering, 50, 344–353. Xia, S.H. and Teng, J.G. ,2005. Behaviour of FRP-to-steel bonded joints, Proceedings of the International Symposium on Bond Behaviour of FRP in Structures, BBFS 2005. Xin, H., Correia, J.A.F.O. and Veljkovic, M. ,2021. Three-dimensional fatigue crack propagation simulation using extended finite element methods for steel grades S355 and S690 considering mean stress effects, Engineering Structures, 227(November 2020). Zheng, Y. and Chen, T. ,2022. Fatigue tests on compact-tension specimens repaired by CFRP, in Proceedings of the IABSE Congress Nanjing 2022 “Bridges and Structures: Connection, Integration and Harmonisation”. Nanjing, 1624–1632. Zheng, Y., Chen, T. and Huang, C. ,2022. Experimental study on fatigue behavior of compact-tension specimens strengthened by CFRP, Acta Materiae Compositae Sinica, 39(11), 5192–5205.