PSI - Issue 75

Martin Edgren et al. / Procedia Structural Integrity 75 (2025) 555–563 Martin Edgren et Al. / Structural Integrity Procedia (2025)

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for improving the fatigue strength of welded joints’, Welding in the World , Jan. 2025, doi: 10.1007/S40194 024-01882-7. [13] A. F. Hobbacher, Recommendations for Fatigue Design of Welded Joints and Components , Second Edition. Villepinte,: Springer, 2016. [14] S. Baby, T. Balasubramanian, R. J. Pardikar, M. Palaniappan, and R. Subbaratnam, ‘Time -of-flight diffraction (TOFD) technique for accurate sizing of surface- breaking cracks’, Insight: Non-Destructive Testing and Condition Monitoring , vol. 45, no. 6, pp. 426 – 430, Jun. 2003, doi: 10.1784/insi.45.6.426.52885. [15] M. Edgren, J. Hedegård, and Z. Barsoum, ‘Evaluation of crack depth impact on HFMI -treated pre-fatigued welded bridge details’, Welding in the World , vol. 69, no. 8, pp. 2443 – 2458, Aug. 2025, doi: 10.1007/S40194-025-02102-6. [16] S. jie Jin, Z. cheng Wang, Y. nan Yang, and Z. bing Luo, ‘Corrected Mode -Converted Wave Method for Detecting Defects in TOFD Dead Zone’, J Nondestr Eval , vol. 42, no. 3, Sep. 2023, doi: 10.1007/S10921 023-00975-5. [17] ‘Oförstörande provning – Ultraljudprovning – Time of flightmetod med diffraktionsteknik för att detektera och storleksbestämma diskontinuiteter (ISO 16828:2012)’. [Online]. Available: www.sis.se [18] M. Kamaya, ‘Monitoring of inside surface crack growth by strain measurements of the outside surface: Application of multiple strain measurements technique to fatigue crack growth’, Nuclear Engineering and Design , vol. 256, pp. 202 – 213, 2013, doi: 10.1016/j.nucengdes.2012.12.019. [19] R. W. E. Shannon, ‘CRACK GROWTH MONITORING BY STRAIN SENSING’. [20] M. Leitner, Z. Barsoum, and F. Schäfers, ‘Crack propagation analysis and rehabilitation by HFMI of pre fatigued welded structures’, Welding in the World , vol. 60, no. 3, pp. 581 – 592, May 2016, doi: 10.1007/s40194-016-0316-x. [21] Y. Ono and H. Remes, ‘Influence of surface integrity on short crack growth behavior in HFMI -treated welded joints’, Welding in the World , Jan. 2024, doi: 10.1007/S40194-024-01874-7. [22] J. Kang, G. Shen, J. Liang, and J. Gianetto, ‘Influence of Constraint on J -resistance Curves for an X100 Pipe Steel’, Procedia Materials Science , vol. 3, pp. 239 – 244, 2014, doi: 10.1016/J.MSPRO.2014.06.042. [23] M. Åman, K. Wada, H. Matsunaga, H. Remes, and G. Marquis, ‘The influence of interacting small defects on the fatigue limits of a pure iron and a bearing steel’, Int J Fatigue , vol. 135, p. 105560, Jun. 2020, doi: 10.1016/J.IJFATIGUE.2020.105560. [24] ‘(PDF) Effect of weld geometry on the fatigue strength of fillet welded cruciform joints’. Accessed: Apr. 22, 2025. [Online]. Available: https://www.researchgate.net/publication/236154802_Effect_of_weld_geometry_on_the_fatigue_strength_o f_fillet_welded_cruciform_joints [25] ‘Mechanised TIG Welding Gives Consistent Bead Geometry, A Case Study | Request PDF’. Accessed: Apr. 27, 2025. [Online]. Available: https://www.researchgate.net/publication/305567166_Mechanised_TIG_Welding_Gives_Consistent_Bead_ Geometry_A_Case_Study