Issue 75

P. Lehner et alii, Fracture and Structural Integrity, 75 (2026) 13-20; DOI: 10.3221/IGF-ESIS.75.02

[7] Dubina, D., Ungureanu, V., Landolfo, R. (2013). Design of cold-formed steel structures: Eurocode 3: Design of steel structures. Part 1-3 design of cold-formed steel structures, DOI: https://doi.org/10.1002/9783433602256. [8] Flodr, J., Ka ł du ń ski, P., Krejsa, M., Pa ř enica, P. (2017). Numerical modelling of clinching process, ARPN Journal of Engineering and Applied Sciences, 12(5). [9] Flodr, J., Ka ł du ń ski, P., Krejsa, M., Pa ř enica, P. (2017). Innovative Connection of Steel Profiles, Experimental Verification and Application, Procedia Eng, 190, pp. 215–222. DOI: https://doi.org/10.1016/j.proeng.2017.05.329. [10] Flodr, J., Lehner, P., Krejsa, M. (2020). Experimental and numerical evaluation of clinch connections of thin-walled building structures, Sustainability (Switzerland), 12(14). DOI: https://doi.org/10.3390/su12145691. [11] Gronostajski, Z., Polak, S. (2008). Quasi-static and dynamic deformation of double-hat thin-walled elements of vehicle controlled body crushing zones joined by clinching, Archives of Civil and Mechanical Engineering, 8(2), pp. 57–65. DOI: https://doi.org/10.1016/S1644-9665(12)60193-9. [12] Hussein, A., Aldakheel, F., Hudobivnik, B., Wriggers, P., Guidault, P.A., Allix, O. (2019). A computational framework for brittle crack-propagation based on efficient virtual element method, Finite Elements in Analysis and Design, 159. DOI: https://doi.org/10.1016/j.finel.2019.03.001. [13] Iordachescu, M., Valiente, A., De Abreu, M. (2021). Effect of environmentally assisted damage on fatigue resistance of tie-down cables after 30 years of service in a cable-stayed bridge, Eng Fail Anal, 126, p. 105455. DOI: https://doi.org/10.1016/j.engfailanal.2021.105455. [14] Krejsa, M., Brožovský, J., Lehner, P., Pa ř enica, P., Seitl, S. (2023). Design of fatigue damage inspections for hss structures., Engineering Mechanics 2023. [15] Kruml, T., Huta ř , P., Náhlík, L., Seitl, S., Polák, J. (2011). Fatigue cracks in Eurofer 97 steel: Part II. Comparison of small and long fatigue crack growth, Journal of Nuclear Materials, 412(1). DOI: https://doi.org/10.1016/j.jnucmat.2011.01.018. [16] Lambiase, F., Di Ilio, A. (2014). An experimental study on clinched joints realized with different dies, Thin-Walled Structures. DOI: https://doi.org/10.1016/j.tws.2014.08.004. [17] Lehner, P., Krejsa, M., Pa ř enica, P., K ř ivý, V., Brožovský, J. (2019). Fatigue damage analysis of a riveted steel overhead crane support truss, Int J Fatigue, 128, p. 105190. DOI: https://doi.org/10.1016/j.ijfatigue.2019.105190. [18] Lei, L., He, X., Yu, T., Xing, B. (2019). Failure modes of mechanical clinching in metal sheet materials, Thin-Walled Structures, 144, p. 106281. DOI: https://doi.org/10.1016/j.tws.2019.106281. [19] Leonetti, D., van Schuppen, B., Jahanian, M., Mobder, S., Snijder, B. (2025). An experimental study into the net cross sectional failure of damaged plates with holes for different steel grades and temperatures, Fracture and Structural Integrity, 19(73), pp. 256–266. DOI: https://doi.org/10.3221/IGF-ESIS.73.17. [20] Maiorana, E., Zampieri, P., Pellegrino, C. (2018). Experimental tests on slip factor in friction joints: Comparison between european and American standards, Frattura Ed Integrita Strutturale, 12(43). DOI: https://doi.org/10.3221/IGF-ESIS.43.16. [21] Pedreschi, R., Sinha, B. (2006). Predicting the Shear Strength of Mechanical Clinching in Cold-Formed Steel Structures, (June), pp. 435–442. DOI: https://doi.org/10.1061/(ASCE)0899-1561(2006)18:3(435). [22] Schafer, B.W., Peköz, T. (1998). Computational modeling of cold-formed steel: characterizing geometric imperfections and residual stresses, J Constr Steel Res, 47(3), pp. 193–210. DOI: https://doi.org/10.1016/S0143-974X(98)00007-8. [23] Seitl, S., Khazali, M.S. Al., Malikova, L. (2024). Appropriate cumulative fatigue damage models for fatigue life estimation applied to high-strength steels, Kovove Materialy-Metallic Materials, 62(1). DOI: https://doi.org/10.31577/km.2024.1.41. [24] Stolarska, M., Chopp, D.L., Mos, N., Belytschko, T. (2001). Modelling crack growth by level sets in the extended finite element method, Int J Numer Methods Eng, 51(8). DOI: https://doi.org/10.1002/nme.201. [25] Xiangming, W., Erfu, G. (2020). Numerical analysis and verification of residual stress in T joint of S355 steel, Frattura Ed Integrita Strutturale, 14(52). DOI: https://doi.org/10.3221/IGF-ESIS.52.03.

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