Abstract
The frequency effect is a commonly encountered challenge in ultrasonic fatigue testing (UFT) of low-carbon, ferritic steels, wherein factors such as the increased strain rate and reduced test duration change the apparent fatigue resistance of the tested material. The usability of UFT for rapid fatigue testing of these materials is therefore limited as the results cannot be directly compared to conventional fatigue results. In this investigation, fatigue curves were evaluated at frequencies of 20Hz and 20kHz for two comparable grades of ferritic structural steels: Q355B and S355JR, using different conventional frequency specimen geometries. Methods to evaluate the frequency sensitivity of the steels based on the finite life regime were adapted from previously proposed models in literature to produce corrected curves and to allow comparison to similar steels in literature. It was found that previously reported results may be overestimating the frequency sensitivity due to the influence of size effects. It was also found that these models are of limited use for producing corrected SN curves based on UFT data.
| Original language | English |
|---|---|
| Pages (from-to) | 365-374 |
| Journal | Procedia Structural Integrity |
| Volume | 57 |
| DOIs | |
| Publication status | Published - 6 May 2024 |
| Event | Fatigue Design 2023 - Senlis, France Duration: 29 Nov 2023 → 30 Nov 2023 |
Funding
The authors would like to acknowledge the support for this study, which was provided by the Weir Group PLC (WARC2011-SAA1, 2011) via its establishment of the Weir Advanced Research Centre (WARC) at the University of Strathclyde
Keywords
- Ultrasonic fatigue testing
- Very High Cycle Fatigue
- structural steel
- frequency effect
- strain rate sensitivity
- size effects