Year-end Sale % OFF 
Abstract
The Peak Stress Method (PSM) for the fatigue strength assessment of welded joints has been recently generalised to account also for variable amplitude (VA) multiaxial loading situations. In the present study, the previously published VA PSM has been verified against new experimental results generated by fatigue testing non-load-carrying (nlc) fillet-welded double transverse or inclined attachments made of S355 structural steel subjected to variable amplitude in-phase multiaxial local stresses. Combined with Miner’s Linear Damage Rule (LDR), the PSM proved effective in predicting the crack initiation location and accurate in estimating the experimental fatigue results.
Published Version
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
