PSI - Issue 17

Jan Klusák et al. / Procedia Structural Integrity 17 (2019) 576–581 Author name / Structural Integrity Procedia 00 (2019) 000 – 000

581

6

of rolling of the plate. The following conclusions can be stated: (i) The steel grade S355 J2 exhibit higher fatigue limit than the steel S355 J0. (ii) The samples of the steel grade S355 J2 led to higher number of cycles to fracture (at the same loading level) than the steel S355 J0. (iii) The orientation of the sample axis relative to the rolling direction has almost no effect on fatigue life. (iv) Both surface and interior crack initiation was observed. (v) Purity of the material examined has significant impact on fatigue life of S355 steels.

Fig. 6: Subsurface crack initiation and the inclusion near the point of the crack initiation in S355 J2B (specimen no. 7 – N f = 8.57  10 7 )

Acknowledgements

The Czech Science Foundation under the contract No. 17-01589S supported this research. The research was conducted in the frame of the project CEITEC 2020 [LQ1601] of MEYS.

References

Adedipe, O. Brennan, F. Kolios, A., 2016, Review of corrosion fatigue in offshore structures: Present status and challenges in offshore wind sector, Renewable and Sustainable Energy Reviews. 61, 141 – 154. de Jesus, A. M. P., Matos, R., Fontoura, B.F.C., Rebelo, C., Simoes da Silva, L., Veljkovic, M. (2012), A comparison of the fatigue behavior between S355 and S690 steel grades, Journal of Construction Steel Research. 79, 140 – 150. EN 10025-2:2004 Hot rolled products of structural steels - Part 2: Technical delivery conditions for non-alloy structural steels. Gao, W. Wang, D. Cheng, F. Di, X. Deng, C. Xu, W., 2016, Microstructural and mechanical performance of underwater wet welded S355 steel, Journal of Materials Processing Technology. 238, 330 – 340. Lewandowski, J., Rozumek, D., 2016, Cracks growth in S355 steel under cyclic bending with fillet welded joint, Theoretical and Applied Fracture Mechanics. 86, (2016), 342 – 350. Miki, C., Homma, K., Tominaga, T., 2002, High strength and high-performance steels and their use in bridge structures, Journal of Construction Steel Research. 58, 3 – 20. Pawliczek, R., Prazmowski, M., 2015, Study on material property changes of mild steel S355 caused by block loads with varying mean stress, International Journal of Fatigue. 80, 171 – 177. Rozumek, D., Marciniak, Z., Lesiuk, G., Correia, J. A. F. O., 2017, Mixed mode I/II/III fatigue crack growth in S355 steel, Procedia Structural Integrity. 5, 896 – 903. Seitl S., Miarka P., Klusák J., Fintová S., Kunz L., 2018, Comparison of the Fatigue Crack Propagation Rates in S355 J0 and S355 J2 Steel Grades. Key Eng. Mater. 784, 91-96 Seitl, S., Miarka, P., Klusák, J., Kala, Z., Krejsa, M., Blasón, S., Canteli, A., 2018a, Evaluation of fatigue properties of S355 J0 steel using ProFatigue and ProPagation software, Procedia Structural Integrity 13, 1494 – 1501

Made with FlippingBook Digital Publishing Software