PSI - Issue 4

J. Maierhofer et al. / Procedia Structural Integrity 4 (2017) 19–26

26

J. Maierhofer/ Structural Integrity Procedia 00 (2017) 000–000

8

empirical model described by Eqs. (6) and (7) gives qualitatively correct results; however, more work to improve the model quality is currently underway.

4. Conclusion

The lifetime of cyclically loaded components can be significantly higher than estimated by conventional computational models based on laboratory specimen tests. The main reasons are (i) residual compressive stresses introduced due to manufacturing processes, (ii) overloads and (iii) small loads, as they occur during typical service load spectra. In this paper it was shown that those effects may have a big influence on the fatigue crack propagation rate and therefore on the residual lifetime of a component. Simple analytical models were suggested for considering these effects in computational crack growth predictions. If these effects are neglected, the model predictions are conservative.

Acknowledgements

Financial support by the Austrian Federal Government (in particular from Bundesministerium für Verkehr, Innovation und Technologie and Bundesministerium für Wissenschaft, Forschung und Wirtschaft) represented by Österreichische Forschungsförderungsgesellschaft mbH and the Styrian and the Tyrolean Provincial Government, represented by Steirische Wirtschaftsförderungsgesellschaft mbH and Standortagentur Tirol, within the framework of the COMET Funding Programme is gratefully acknowledged.

References

Bichler C., Pippan R., 2007. Effect of single overloads in ductile metals: A reconsideration. Engineering Fracture Mechanics 74, 1344-1359. DIN EN 13261, 2003. CEN/TC256, „Eisenbahnwesen“, Bahnanwendungen – Radsätze und Drehgestelle - Radsatzwellen – Produktanforderungen. Gallagher J.P., Hughes T.F., 1974. Influence of yield strength on overload affected fatigue crack growth behaviour in 4340 steel. Air Force Flight Dynamics Laboratory, Wright-Patterson Air Force Base. Lütkepohl K., Esderts A., Luke M., Varfolomeev I., 2009. Sicherer und wirtschaftlicher Betrieb von Eisenbahnfahrwerken. Vol. 1-3, Clausthal. Luke M., Varfolomeev I., Lütkepohl K., Esderts A., 2010. Fracture mechanics assesment of railway axles: Experimental characterization and computation. Engineering Failure Analysis 17, 617-623. Luke M., Varfolomeev I., Lütkepohl K., Esderts A., 2011. Fatigue crack growth in railway axles: Assessment concept and validation tests. Engineering Fracture Mechanics 78, 714-730. Maierhofer J., Pippan R., Gänser H.-P., 2014a. Modified NASGRO equation for physically short cracks . International Journal of Fatigue 59, 200 207. Maierhofer J., Pippan R., Gänser H.-P., 2014b. Modified NASGRO equation for short cracks and application to the fitness-for-purpose assessment of surface-treated components. Proceedings ECF20. Maierhofer J., Gänser H.-P., Pippan R., 2015. Modified Kitagawa-Takahashi diagram accounting for finite notch depths. International Journal of Fatigue 70, 503-509. Pippan R., Plöchl L., Klanner F., Stüwe H.P., 1994. The Use of Fatigue Specimens Precracked in Compression for Measuring Threshold Values and Crack Growth. Journal of Testing and Evaluation 22, 98-103. Skorupa M, 1999. Load interaction effects during fatigue crack growth under variable amplitude loading—a literature review.Part II: qualitative interpretation. Fatigue and Fracture of Engineering Materials and Structures 22, 905-926. Tabernig B., Pippan R., 2002. Determination of the length dependence of the threshold for fatigue crack propagation. Engineering Fracture Mechanics 69, 899-907. Willenborg J., Engle R.M., Wood H.A., 1971. A crack growth retardation model using an effective stress concept. Air Force Flight Dynamics Laboratory, Wright-Patterson Air Force Base.

Made with FlippingBook Ebook Creator