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 |
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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 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 |
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Abbreviated title | Tubular Structures |
Country/Territory | Singapore |
City | Singapore |
Period | 26/08/1998 → 28/08/1998 |