Nominal stress range fatigue of stainless steel fillet welds

KE Lahti*, E Niemi, Hannu Hänninen

*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingConference contributionScientificpeer-review

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 languageEnglish
Title of host publicationTUBULAR STRUCTURES VIII
EditorsYS Choo, GJ VanDerVegte
PublisherBALKEMA
Pages323-330
Number of pages8
ISBN (Print)90-5809-001-9
Publication statusPublished - 1998
MoE publication typeA4 Article in a conference publication
EventInternational Symposium on Tubular Structures - Singapore, Singapore
Duration: 26 Aug 199828 Aug 1998
Conference number: 8

Conference

ConferenceInternational Symposium on Tubular Structures
Abbreviated titleTubular Structures
CountrySingapore
CitySingapore
Period26/08/199828/08/1998

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.