Abstract
3-point bending nominal stress range fatigue of stainless steel fillet welds was shown to be in good agreement with suggested fatigue classes of Eurocode 3 design standard. However, if the size of the weld was increased, and the failure location could be moved to the weld toe instead of the weld root, a significant increase in fatigue strength was observed.
| Original language | English |
|---|---|
| Title of host publication | TUBULAR STRUCTURES VIII |
| Editors | YS Choo, GJ VanDerVegte |
| Publisher | BALKEMA |
| Pages | 323-330 |
| Number of pages | 8 |
| ISBN (Print) | 90-5809-001-9 |
| Publication status | Published - 1998 |
| MoE publication type | A4 Article in a conference publication |
| Event | International Symposium on Tubular Structures - Singapore, Singapore Duration: 26 Aug 1998 → 28 Aug 1998 Conference number: 8 |
Conference
| Conference | International Symposium on Tubular Structures |
|---|---|
| Abbreviated title | Tubular Structures |
| Country | Singapore |
| City | Singapore |
| Period | 26/08/1998 → 28/08/1998 |
Cite this
Lahti, KE., Niemi, E., & Hänninen, H. (1998). Nominal stress range fatigue of stainless steel fillet welds. In YS. Choo, & GJ. VanDerVegte (Eds.), TUBULAR STRUCTURES VIII (pp. 323-330). BALKEMA.