Journal
FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES
Volume 43, Issue 2, Pages 403-416Publisher
WILEY
DOI: 10.1111/ffe.13163
Keywords
ductile-brittle transition; fatigue testing; high-strength steel; low temperatures; temperature dependence of fatigue curves; weldment fatigue
Funding
- German Research Association of the Working Group of the Iron- and Metal-processing Industry e.V. as part of the Donors' Association for the Promotion of Sciences and Humanities in Germany [A 301]
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Ships and offshore structures may be operated in areas with seasonal freezing temperatures and extreme environmental conditions. While current standards state that attention should be given to the validity of fatigue design curves at subzero temperatures, studies on fatigue strength of structural steel at subzero temperatures are scarce. This study addresses the issue by analysing the fatigue strength of welded steel joints under subzero temperatures. Although critical weld details in large welded structures are mostly fillet-welded joints, most published data are based on fatigue crack growth rate specimens cut out of butt-welded joints. This study analyses fillet-welded specimens at -20 degrees C and -50 degrees C against controls at room temperature. Significantly higher fatigue strength was measured in comparison to estimates based on international standards and data from design codes even at temperatures far below the allowed service temperature based on fracture toughness results.
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