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High‐cycle variable amplitude fatigue experiments and design framework for bridge welds with high‐frequency mechanical impact treatment

High‐cycle variable amplitude fatigue experiments and design framework for bridge welds with... ReferencesSkoglund, O. (2019) Innovative structural details using high strength steel for steel bridges. Kungliga Tekniska högskolan, Stockholm.Yildirim, H. C.; Marquis, G. B. (2012) Fatigue strength improvement factors for high strength steel welded joints treated by high frequency mechanical impact. Int. J. Fatigue 44, pp. 168–176. https://doi.org/10.1016/j.ijfatigue.2012.05.002Shams‐Hakimi, P.; Yıldırım, H. C.; Al‐Emrani, M. (2017) The thickness effect of welded details improved by high‐frequency mechanical impact treatment. Int. J. Fatigue 99, Part 1, pp. 111–124. https://doi.org/10.1016/j.ijfatigue.2017.02.023Shams‐Hakimi, P.; Mosiello, A.; Kostakakis, K.; Al‐Emrani, M. (2015) Fatigue life improvement of welded bridge details using high frequency mechanical impact (HFMI) treatment. The 13th Nordic Steel Construction Conference (NSCC.2015). Tampere University of Technology, Tampere, Finland,2015, pp. 201–202.Shimanuki, H.; Okawa, T. (2013) Effect of stress ratio on the enhancement of fatigue strength in high performance steel welded joints by ultrasonic impact treatment. Int. J. Steel Struct. 13, No. 1, pp. 155–161. https://doi.org/10.1007/s13296‐013‐1014‐9Okawa, T.; Shimanuki, H.; Funatsu, Y.; Nose, T.; Sumi, Y. (2013) Effect of preload and stress ratio on fatigue strength of welded joints improved by ultrasonic impact treatment. Weld. World 57, No. 2, pp. 235–241.Mikkola, E.; Doré, M.; Marquis, G.; Khurshid, M. (2015) Fatigue assessment of high‐frequency mechanical impact (HFMI)‐treated welded joints subjected to high mean stresses and spectrum loading. Fatigue Fract. Eng. Mater. Struct. https://doi.org/10.1111/ffe.12296Deguchi. T. et al. (2012) Fatigue strength improvement for ship structures by Ultrasonic Peening. J. Mar. Sci. Technol. 17, No. 3, pp. 360–369. https://doi.org/10.1007/s00773‐012‐0172‐3Ishikawa, T.; Shimizu, M.; Tomo, H.; Kawano, H.; Yamada, K. (2013) Effect of compression overload on fatigue strength improved by ICR treatment. Int. J. Steel Struct. 13, No. 1, pp. 175–181. https://doi.org/10.1007/s13296‐013‐1016‐7Polezhayeva, H.; Howarth, D.; Kumar, M.; Ahmad, B.; Fitzpatrick, M. E. (2015) The effect of compressive fatigue loads on fatigue strength of non‐load carrying specimens subjected to ultrasonic impact treatment. Weld. World 59, No. 5, pp. 713–721, 2015. https://doi.org/10.1007/s40194‐015‐0247‐ySonsino, C. (2004) Principles of Variable Amplitude Fatigue Design and Testing. J. ASTM Int. 1, No. 10. https://doi.org/10.1520/JAI19018Sonsino, C. M. (2007) Fatigue testing under variable amplitude loading. Int. J. Fatigue 29, No. 6, pp. 1080–1089. https://doi.org/10.1016/j.ijfatigue.2006.10.011Hobbacher, A. F. (2016) Recommendations for Fatigue Design of Welded Joints and Components (IIW document IIW‐2259‐15). 2nd ed. Switzerland: Springer International Publishing.Shams‐Hakimi, P.; Carlsson, F.; Al‐Emrani, M.; Al‐Karawi, H. (2021) Assessment of in‐service stresses in steel bridges for high‐frequency mechanical impact applications. Engineering Structures (accepted for publication).Ghahremani, K.; Walbridge, S. (2011) Fatigue testing and analysis of peened highway bridge welds under in‐service variable amplitude loading conditions. Int. J. Fatigue 33, No. 3, pp. 300–312. https://doi.org/10.1016/j.ijfatigue.2010.09.004Tai, M. M.; Miki, P. C. (2012) Improvement Effects of Fatigue Strength by Burr Grinding and Hammer Peening Under Variable Amplitude Loading. Weld. World 56, No. 7–8, pp. 109–117. https://doi.org/10.1007/BF03321370Ghahremani, K.; Walbridge, S.; Topper, T. (2015) High cycle fatigue behaviour of impact treated welds under variable amplitude loading conditions. Int. J. Fatigue 81, pp. 128–142. https://doi.org/10.1016/j.ijfatigue.2015.07.022Eurocode 3 (2006) Design of steel structures – Part 2: Steel bridges. European Committee for Standardization.Mori, T.; Shimanuki, H.; Tanaka, M. M. (2012) Effect of UIT on fatigue strength of web‐gusset welded joints considering service condition of steel structures. Weld. World 56, No. 9–10, pp. 141–149.Zhao, X.; Wang, D.; Huo, L. (2011) Analysis of the S–N curves of welded joints enhanced by ultrasonic peening treatment. Mater. Des. 32, No. 1, pp. 88–96. https://doi.org/10.1016/j.matdes.2010.06.030Maddox, S. J.; Doré, M. J.; Smith, S. D. (2011) A case study of the use of ultrasonic peening for upgrading a welded steel structure. Weld. World 55, No. 9–10, pp. 56–67,.Shams‐Hakimi, P.; Zamiri, F.; Al‐Emrani, M.; Barsoum, Z. (2018) Experimental study of transverse attachment joints with 40 and 60 mm thick main plates, improved by high‐frequency mechanical impact treatment (HFMI). Eng. Struct. 155, pp. 251–266, https://doi.org/10.1016/j.engstruct.2017.11.035.ASTM E1049‐85 (2017) Standard practices for cycle counting in fatigue analysis. West Conshohocken PA ASTM Int., 2017. https://doi.org/10.1520/E1049‐85R17Marquis, G. B.; Barsoum, Z. (2016) IIW Recommendations for the HFMI Treatment – For Improving the Fatigue Strength of Welded Joints. Singapore: Springer Singapore.Mikkola, E.; Doré, M.; Khurshid, M. (2013) Fatigue Strength of HFMI Treated Structures Under High R‐ratio and Variable Amplitude Loading. Procedia Eng. 66, pp. 161–170. https://doi.org/10.1016/j.proeng.2013.12.071Shimanuki, H.; Mori, T.; Tanaka, M. (2013) Study of a Method for Estimating the Fatigue Strength of Welded Joints Improved by UIT. IIW Doc. XIII‐2495.Yonezawa, T.; Shimanuki, H.; Mori, T. (2019) Relaxation behavior of compressive residual stress induced by UIT under cyclic loading. Q. J. Jpn. Weld. Soc. 37, No. 1, pp. 44–51. https://doi.org/10.2207/qjjws.37.44Haibach, E. (1970) Modified linear damage accumulation hypothesis considering the decline of the fatigue limit due to progressive damage. Lab. Für Betriebsfestigkeit Darmstadt Ger. Techn Mitt TM 50, p. 70.Al‐Karawi, H.; von Bock und Polach, R. U. F.; Al‐Emrani, M. (2021) Crack detection via strain measurements in fatigue testing. Strain 57, No. e12384. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Steel Construction: Design and Research Wiley

High‐cycle variable amplitude fatigue experiments and design framework for bridge welds with high‐frequency mechanical impact treatment

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ReferencesSkoglund, O. (2019) Innovative structural details using high strength steel for steel bridges. Kungliga Tekniska högskolan, Stockholm.Yildirim, H. C.; Marquis, G. B. (2012) Fatigue strength improvement factors for high strength steel welded joints treated by high frequency mechanical impact. Int. J. Fatigue 44, pp. 168–176. https://doi.org/10.1016/j.ijfatigue.2012.05.002Shams‐Hakimi, P.; Yıldırım, H. C.; Al‐Emrani, M. (2017) The thickness effect of welded details improved by high‐frequency mechanical impact treatment. Int. J. Fatigue 99, Part 1, pp. 111–124. https://doi.org/10.1016/j.ijfatigue.2017.02.023Shams‐Hakimi, P.; Mosiello, A.; Kostakakis, K.; Al‐Emrani, M. (2015) Fatigue life improvement of welded bridge details using high frequency mechanical impact (HFMI) treatment. The 13th Nordic Steel Construction Conference (NSCC.2015). Tampere University of Technology, Tampere, Finland,2015, pp. 201–202.Shimanuki, H.; Okawa, T. (2013) Effect of stress ratio on the enhancement of fatigue strength in high performance steel welded joints by ultrasonic impact treatment. Int. J. Steel Struct. 13, No. 1, pp. 155–161. https://doi.org/10.1007/s13296‐013‐1014‐9Okawa, T.; Shimanuki, H.; Funatsu, Y.; Nose, T.; Sumi, Y. (2013) Effect of preload and stress ratio on fatigue strength of welded joints improved by ultrasonic impact treatment. Weld. World 57, No. 2, pp. 235–241.Mikkola, E.; Doré, M.; Marquis, G.; Khurshid, M. (2015) Fatigue assessment of high‐frequency mechanical impact (HFMI)‐treated welded joints subjected to high mean stresses and spectrum loading. Fatigue Fract. Eng. Mater. Struct. https://doi.org/10.1111/ffe.12296Deguchi. T. et al. (2012) Fatigue strength improvement for ship structures by Ultrasonic Peening. J. Mar. Sci. Technol. 17, No. 3, pp. 360–369. https://doi.org/10.1007/s00773‐012‐0172‐3Ishikawa, T.; Shimizu, M.; Tomo, H.; Kawano, H.; Yamada, K. (2013) Effect of compression overload on fatigue strength improved by ICR treatment. Int. J. Steel Struct. 13, No. 1, pp. 175–181. https://doi.org/10.1007/s13296‐013‐1016‐7Polezhayeva, H.; Howarth, D.; Kumar, M.; Ahmad, B.; Fitzpatrick, M. E. (2015) The effect of compressive fatigue loads on fatigue strength of non‐load carrying specimens subjected to ultrasonic impact treatment. Weld. World 59, No. 5, pp. 713–721, 2015. https://doi.org/10.1007/s40194‐015‐0247‐ySonsino, C. (2004) Principles of Variable Amplitude Fatigue Design and Testing. J. ASTM Int. 1, No. 10. https://doi.org/10.1520/JAI19018Sonsino, C. M. (2007) Fatigue testing under variable amplitude loading. Int. J. Fatigue 29, No. 6, pp. 1080–1089. https://doi.org/10.1016/j.ijfatigue.2006.10.011Hobbacher, A. F. (2016) Recommendations for Fatigue Design of Welded Joints and Components (IIW document IIW‐2259‐15). 2nd ed. Switzerland: Springer International Publishing.Shams‐Hakimi, P.; Carlsson, F.; Al‐Emrani, M.; Al‐Karawi, H. (2021) Assessment of in‐service stresses in steel bridges for high‐frequency mechanical impact applications. Engineering Structures (accepted for publication).Ghahremani, K.; Walbridge, S. (2011) Fatigue testing and analysis of peened highway bridge welds under in‐service variable amplitude loading conditions. Int. J. Fatigue 33, No. 3, pp. 300–312. https://doi.org/10.1016/j.ijfatigue.2010.09.004Tai, M. M.; Miki, P. C. (2012) Improvement Effects of Fatigue Strength by Burr Grinding and Hammer Peening Under Variable Amplitude Loading. Weld. World 56, No. 7–8, pp. 109–117. https://doi.org/10.1007/BF03321370Ghahremani, K.; Walbridge, S.; Topper, T. (2015) High cycle fatigue behaviour of impact treated welds under variable amplitude loading conditions. Int. J. Fatigue 81, pp. 128–142. https://doi.org/10.1016/j.ijfatigue.2015.07.022Eurocode 3 (2006) Design of steel structures – Part 2: Steel bridges. European Committee for Standardization.Mori, T.; Shimanuki, H.; Tanaka, M. M. (2012) Effect of UIT on fatigue strength of web‐gusset welded joints considering service condition of steel structures. Weld. World 56, No. 9–10, pp. 141–149.Zhao, X.; Wang, D.; Huo, L. (2011) Analysis of the S–N curves of welded joints enhanced by ultrasonic peening treatment. Mater. Des. 32, No. 1, pp. 88–96. https://doi.org/10.1016/j.matdes.2010.06.030Maddox, S. J.; Doré, M. J.; Smith, S. D. (2011) A case study of the use of ultrasonic peening for upgrading a welded steel structure. Weld. World 55, No. 9–10, pp. 56–67,.Shams‐Hakimi, P.; Zamiri, F.; Al‐Emrani, M.; Barsoum, Z. (2018) Experimental study of transverse attachment joints with 40 and 60 mm thick main plates, improved by high‐frequency mechanical impact treatment (HFMI). Eng. Struct. 155, pp. 251–266, https://doi.org/10.1016/j.engstruct.2017.11.035.ASTM E1049‐85 (2017) Standard practices for cycle counting in fatigue analysis. West Conshohocken PA ASTM Int., 2017. https://doi.org/10.1520/E1049‐85R17Marquis, G. B.; Barsoum, Z. (2016) IIW Recommendations for the HFMI Treatment – For Improving the Fatigue Strength of Welded Joints. Singapore: Springer Singapore.Mikkola, E.; Doré, M.; Khurshid, M. (2013) Fatigue Strength of HFMI Treated Structures Under High R‐ratio and Variable Amplitude Loading. Procedia Eng. 66, pp. 161–170. https://doi.org/10.1016/j.proeng.2013.12.071Shimanuki, H.; Mori, T.; Tanaka, M. (2013) Study of a Method for Estimating the Fatigue Strength of Welded Joints Improved by UIT. IIW Doc. XIII‐2495.Yonezawa, T.; Shimanuki, H.; Mori, T. (2019) Relaxation behavior of compressive residual stress induced by UIT under cyclic loading. Q. J. Jpn. Weld. Soc. 37, No. 1, pp. 44–51. https://doi.org/10.2207/qjjws.37.44Haibach, E. (1970) Modified linear damage accumulation hypothesis considering the decline of the fatigue limit due to progressive damage. Lab. Für Betriebsfestigkeit Darmstadt Ger. Techn Mitt TM 50, p. 70.Al‐Karawi, H.; von Bock und Polach, R. U. F.; Al‐Emrani, M. (2021) Crack detection via strain measurements in fatigue testing. Strain 57, No. e12384.

Journal

Steel Construction: Design and Research – Wiley

Published: Aug 1, 2022

Keywords: fatigue enhancement; bridge; variable amplitude; mean stress; design; Steel bridges; Composite construction; Analysis and design; Experiments; Stahlbrückenbau; Verbundbau; Berechnungs‐ und Bemessungsverfahren; Versuche

References

  • Fatigue strength improvement factors for high strength steel welded joints treated by high frequency mechanical impact
    Yildirim, H. C.; Marquis, G. B.
  • The thickness effect of welded details improved by high‐frequency mechanical impact treatment
    Shams‐Hakimi, P.; Yıldırım, H. C.; Al‐Emrani, M.
  • Effect of stress ratio on the enhancement of fatigue strength in high performance steel welded joints by ultrasonic impact treatment
    Shimanuki, H.; Okawa, T.
  • Effect of preload and stress ratio on fatigue strength of welded joints improved by ultrasonic impact treatment
    Okawa, T.; Shimanuki, H.; Funatsu, Y.; Nose, T.; Sumi, Y.
  • Fatigue assessment of high‐frequency mechanical impact (HFMI)‐treated welded joints subjected to high mean stresses and spectrum loading
    Mikkola, E.; Doré, M.; Marquis, G.; Khurshid, M.
  • Fatigue strength improvement for ship structures by Ultrasonic Peening
    Deguchi, T.
  • Effect of compression overload on fatigue strength improved by ICR treatment
    Ishikawa, T.; Shimizu, M.; Tomo, H.; Kawano, H.; Yamada, K.
  • The effect of compressive fatigue loads on fatigue strength of non‐load carrying specimens subjected to ultrasonic impact treatment
    Polezhayeva, H.; Howarth, D.; Kumar, M.; Ahmad, B.; Fitzpatrick, M. E.
  • Principles of Variable Amplitude Fatigue Design and Testing
    Sonsino, C.
  • Fatigue testing under variable amplitude loading
    Sonsino, C. M.
  • Recommendations for Fatigue Design of Welded Joints and Components (IIW document IIW‐2259‐15)
    Hobbacher, A. F.
  • Assessment of in‐service stresses in steel bridges for high‐frequency mechanical impact applications
    Shams‐Hakimi, P.; Carlsson, F.; Al‐Emrani, M.; Al‐Karawi, H.
  • Fatigue testing and analysis of peened highway bridge welds under in‐service variable amplitude loading conditions
    Ghahremani, K.; Walbridge, S.
  • Improvement Effects of Fatigue Strength by Burr Grinding and Hammer Peening Under Variable Amplitude Loading
    Tai, M. M.; Miki, P. C.
  • High cycle fatigue behaviour of impact treated welds under variable amplitude loading conditions
    Ghahremani, K.; Walbridge, S.; Topper, T.
  • Effect of UIT on fatigue strength of web‐gusset welded joints considering service condition of steel structures
    Mori, T.; Shimanuki, H.; Tanaka, M. M.
  • Analysis of the S–N curves of welded joints enhanced by ultrasonic peening treatment
    Zhao, X.; Wang, D.; Huo, L.
  • A case study of the use of ultrasonic peening for upgrading a welded steel structure
    Maddox, S. J.; Doré, M. J.; Smith, S. D.
  • Experimental study of transverse attachment joints with 40 and 60 mm thick main plates, improved by high‐frequency mechanical impact treatment (HFMI)
    Shams‐Hakimi, P.; Zamiri, F.; Al‐Emrani, M.; Barsoum, Z.
  • Fatigue Strength of HFMI Treated Structures Under High R‐ratio and Variable Amplitude Loading
    Mikkola, E.; Doré, M.; Khurshid, M.
  • Relaxation behavior of compressive residual stress induced by UIT under cyclic loading
    Yonezawa, T.; Shimanuki, H.; Mori, T.
  • Modified linear damage accumulation hypothesis considering the decline of the fatigue limit due to progressive damage
    Haibach, E.
  • Crack detection via strain measurements in fatigue testing
    Al‐Karawi, H.; Bock; Polach, R. U. F.; Al‐Emrani, M.