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Fracture mechanics based residual life prediction of railway heavy coupler with measured load spectrum

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Abstract

To assess the residual life of railway truck heavy couplers made of cast steel with initial defects, a testing campaign has been carried out to determine high cycle fatigue strength, fatigue crack growth rate, threshold, and fracture toughness. The numerical model of a damaged No. 17 heavy-haul coupler is established, by fully considering the assembly clearance and the complex nonlinear contact. The fracture mechanics based remaining life under the actual load spectrum is then found. The results show that the remaining life with an initial 4-mm-length surface crack inside the heavy coupler are about 704,300 km and 761,800 km when using the classical Paris law and the advanced NASGRO equation respectively. Based on the advanced NASGRO equation, approximately 12.8% of the life is retained when there is a 20-mm-length crack. The maximum load-carrying capacity of the cast steel couplers shows an exponential downward trend with increases in crack length. The critical size for a non-propagating crack can be assumed to be 20 mm after considering possible high impact loads in service. The predicted mileage is 664,100 km, i.e., the life is about 3.32 years, which is larger than the inspection interval currently used for a railway truck heavy coupler.

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References

  1. Lima EA, Baruffaldi LB, Manetti JLB et al (2020) Effect of truck shear pads on the dynamic behaviour of heavy haul railway cars. Veh Syst Dyn. https://doi.org/10.1080/00423114.2020.1858120

    Article  Google Scholar 

  2. Dukkipati RV, Narayanaswamy S, Osman MOM (1998) Comparative performance of unconventional railway trucks. Int J Veh Des 19(3):326–339

    Google Scholar 

  3. Ge X, Ling L, Chen SQ et al (2021) Countermeasures for preventing coupler jack-knifing of slave control locomotives in 20,000-tonne heavy-haul trains during cycle braking. Veh Syst Dyn 8:1–22

    Article  Google Scholar 

  4. Guo LR, Wang KY (2018) Analysis of coupler jackknifing and its effect on locomotives on a tangent track. P I Mech Eng. F-J Rai 232(5):1559–1573

    Google Scholar 

  5. Yao Y, Zhang XX, Zhang HJ, Luo SH (2013) The stability mechanism and its application to heavy-haul couplers with arc surface contact. Veh Syst Dyn 51(9):1324–1341

    Article  Google Scholar 

  6. Chang C, Ling L, Chen SQ et al (2021) Dynamic performance evaluation of an inspection wagon for urban railway tracks. Measurement 170:108704

    Article  Google Scholar 

  7. Urda P, Aceituno JF, Munoz S et al (2021) Measurement of railroad track irregularities using an automated recording vehicle. Measurement 183:109765

    Article  Google Scholar 

  8. Bizic M, Petrovic D, Djinovic Z et al (2015) Experimental testing of impact of railway wagons. Exp Techniques 39(3):69–78

    Article  Google Scholar 

  9. Chunduru SP, Kim MJ, Mirman C (2011) Failure analysis of railroad couplers of AAR type E. Eng Fail Anal 18(1):374–385

    Article  Google Scholar 

  10. Dukkipati RV, Swamy SN (2001) Non-linear steady-state curving analysis of some unconventional rail trucks. Mech Mach T Heory 36(4):507–521

    Article  Google Scholar 

  11. Huang J, Xia L, Zhang YS et al (2014) Investigation on brittle fracture mechanism of a grade E cast steel knuckle. Case Stud Eng Fail Anal 2(1):15–24

    Article  Google Scholar 

  12. Infante V, Branco CM, Brito AS et al (2003) A failure analysis study of cast steel railway couplings used for coal transportation. Eng Fail Anal 10(4):475–489

    Article  Google Scholar 

  13. Cernescu A, Dumitru I, Faur N et al (2013) The analysis of a damaged component from the connection system of the wagons. Eng Fail Anal 29:93–107

    Article  Google Scholar 

  14. Boelena R, Curciob P, Cowinc A et al (2004) Ore-car coupler performance at BHP-Billiton Iron Ore. Eng Fail Anal 11(2):221–234

    Article  Google Scholar 

  15. Noughabi S, Dehghani K, Pouranvari M (2007) Failure analysis of automatic coupler SA-3 in railway carriages. Eng Fail Anal 14(5):903–912

    Article  Google Scholar 

  16. Makino T, Sakai H, Kozuka C et al (2020) Overview of fatigue damage evaluation rule for railway axles in Japan and fatigue property of railway axle made of medium carbon steel. Int J Fatigue 132:105361

    Article  Google Scholar 

  17. Wu SC, Zhang SQ, Xu ZW et al (2016) Cyclic plastic strain based damage tolerance for railway axles in China. Int J Fatigue 93:64–70

    Article  Google Scholar 

  18. Regazzi D, Beretta S, Carboni M (2014) An investigation about the influence of deep rolling on fatigue crack growth in railway axles made of a medium strength steel. Eng Fract Mech 131:587–560

    Article  Google Scholar 

  19. Gao Y, Wang P, Wang K et al (2021) Damage tolerance of fractured rails on continuous welded rail track for high-speed railways. Rail Eng Sci 29(1):59–73

    Article  MathSciNet  Google Scholar 

  20. Li XH, Xie JL (2006) Prediction of fatigue crack growth condition and lifetime on coupler guard arm area of E grade steel. J Beijing Jiaotong Univ 30(4):102–104

    Google Scholar 

  21. Guo F, Wu SC, Liu JX et al (2021) A time-domain stepwise fatigue assessment to bridge small-scale fracture mechanics with large-scale system dynamics for high-speed maglev lightweight bogies. Eng Fract Mech 248:107711

    Article  Google Scholar 

  22. Wu SC, Xu ZW, Kang GZ et al (2018) Probabilistic fatigue assessment for high-speed railway axles due to foreign object damages. Int J Fatigue 117:90–100

    Article  Google Scholar 

  23. Zhang CC (2014) Test Study on Fatigue Fracture for Forging and Casting Steels of Grade E [Ph.D dissertation]. Dalian: Dalian University of Technology

  24. Hiroshi T, Paris PC, Irwin GR (2000) The Stress Analysis of Cracks Handbook. ASME, New York

    Google Scholar 

  25. Forman RG, Mettu SR (1992) Behavior of surface and corner cracks subjected to tensile and bending loads in Ti-6Al-4V alloy. In: Ernst HA, Saxena A, McDowell DL (eds), Fracture mechanics. 22nd Symposium. Philadelphia: ASTM STP 1131, pp 519 – 46

  26. Newman JC (1984) A crack opening stress equation for fatigue crack growth. Int J Fract Mech 24(4):131–135

    Article  Google Scholar 

  27. Begley JA, Landes JD (1972) Materials 514:1–20

    Google Scholar 

  28. Li CH, Wu SC, Zhang JY et al (2020) Determination of the fatigue P-S-N curves-A critical review and improved backward statistical inference method. Int J Fatigue 139:105789

    Article  Google Scholar 

  29. Hua GR, Wang YC, Li WH (2017) Contact analysis of Type17 coupler based on finite element method. Eng Fail Anal 77:23–30

    Article  Google Scholar 

  30. Wu SC, Liu YX, Li CH et al (2018) On the fatigue performance and residual life of intercity railway axles with inside axle boxes. Eng Fract Mech 197:176–191

    Article  Google Scholar 

  31. Han Q, Wang Y, Yin Y et al (2015) Determination of stress intensity factor for mode I fatigue crack based on finite element analysis. Eng Fract Mech 138:118–126

    Article  Google Scholar 

  32. Wu SC, Liu GR, Cui XY et al (2010) An edge-based smoothed point interpolation method (ES-PIM) for heat transfer analysis of rapid manufacturing system. Int J Heat Mass Tran 53:1938–1950

    Article  Google Scholar 

  33. Chan SK, Tuba IS, Wilson WK (1970) On the finite element method in linear fracture mechanics. Eng Fract Mech 2(1):1–17

    Article  Google Scholar 

  34. Maierhofer J, Pippan R, Gänser HP (2014) Modified NASGRO equation for physically short cracks. Int J Fatigue 59:200–207

    Article  Google Scholar 

  35. Li FS, Wu H, Wu PB (2021) Vibration fatigue dynamic stress simulation under non-stationary state. Mech Syst Signal Pr 146:107006

    Article  Google Scholar 

  36. Ge X, Ling L, Chen Z et al (2021) Experimental assessment of the dynamic performance of slave control locomotive couplers in 20,000-tonne heavy-haul trains. Proc Inst Mech Eng F J Rail Rapid Transit. https://doi.org/10.1177/0954409721993618

    Article  Google Scholar 

  37. Guo F, Wu SC, Liu JX et al (2020) Fatigue life assessment of bogie frames in high-speed railway vehicles considering gear meshing. Int J Fatigue 132:105353

    Article  Google Scholar 

Download references

Acknowledgements

Sincere thanks are given to the supports from the Major Systematic Project of China Railway Corporation (P2018J002) and the Open Research Project of State Key Laboratory of Traction Power (2021TPL_T03 and 2019-Q05).

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Correspondence to Shengchuan Wu or Guozheng Kang.

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Ren, X., Wu, S., Xing, H. et al. Fracture mechanics based residual life prediction of railway heavy coupler with measured load spectrum. Int J Fract 234, 313–327 (2022). https://doi.org/10.1007/s10704-022-00627-1

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  • DOI: https://doi.org/10.1007/s10704-022-00627-1

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