ULTRA-LOW CYCLE FATIGUE OF STRUCTURAL STEEL CONSIDERING SHAPE DIFFERENCES
This study investigated ultra-low cycle fatigue (ULCF) characteristics of SN490 steel across specimen shapes and loading histories through axial tension-compression tests with different notch radii. Plastic strain histories were obtained by digital image correlation (DIC). Despite the wide radius range, the test results indicated limited shape sensitivity. A modified Manson-Coffin law incorporating a strain-based function was proposed to predict ULCF life and introduced in finite element method (FEM) as a damage index based on accumulated plastic strain. Additionally, local displacement extracted from DIC–FEM differences was discussed as a complementary indicator of fracture progression in the ULCF regime.
Authors
- Yasunori Mizushima (ORCID: https://orcid.org/0000-0002-0684-6176)
- Yasuhiko Inoue (ORCID: https://orcid.org/0000-0002-0582-9067)
- Toru Inaba
- Moeka MUTA
- Marin OKADA
Institutions
- Kobe University (JP)
- Takenaka (Japan) (JP)
Publication Details
- Journal
- Journal of Structural and Construction Engineering (Transactions of AIJ)
- Published
- 2025-12-31
- DOI
- https://doi.org/10.3130/aijs.91.172
- Primary Topic
- Fatigue and fracture mechanics
- Type
- article
- Field-Weighted Citation Impact
- 0.00