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Fatigue properties of a high-strength-steel welded joint
dc.creator | Burzić, Zijah | |
dc.creator | Grabulov, Vencislav | |
dc.creator | Sedmak, Stojan | |
dc.creator | Sedmak, Aleksandar | |
dc.date.accessioned | 2022-09-19T16:00:22Z | |
dc.date.available | 2022-09-19T16:00:22Z | |
dc.date.issued | 2007 | |
dc.identifier.issn | 1580-2949 | |
dc.identifier.uri | https://machinery.mas.bg.ac.rs/handle/123456789/668 | |
dc.description.abstract | In addition to the strength and toughness properties, the fatigue properties of welded joints are necessary for the design of high-strength steel structures exposed to variable loading. Wohler curves were determined for smooth tensile specimens tested with variable loading. The fatigue behaviour of a welded joint can be improved by removing the overfill; however, the fatigue properties are still lower than the values for the parent metal. Tests with pre-cracked specimens have shown the difference in the fatigue-crack growth-rate properties to be less significant than other crack parameters. | en |
dc.publisher | Institute of Metals and Technology | |
dc.rights | openAccess | |
dc.source | Materiali in Tehnologije | |
dc.subject | welded joint | en |
dc.subject | low-cycle fatigue | en |
dc.subject | HSLA | en |
dc.subject | high-cycle fatigue | en |
dc.subject | crack growth rate | en |
dc.title | Fatigue properties of a high-strength-steel welded joint | en |
dc.type | article | |
dc.rights.license | Publisher's own license | |
dc.citation.epage | 166 | |
dc.citation.issue | 4 | |
dc.citation.other | 41(4): 163-166 | |
dc.citation.spage | 163 | |
dc.citation.volume | 41 | |
dc.identifier.rcub | https://hdl.handle.net/21.15107/rcub_machinery_668 | |
dc.identifier.scopus | 2-s2.0-36248992432 | |
dc.identifier.wos | 000255055600002 | |
dc.type.version | publishedVersion |
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