Crack propagation analysis and rehabilitation by HFMI of pre-fatigued welded structures
2016 (English)In: Welding in the World, ISSN 0043-2288, E-ISSN 1878-6669, Vol. 60, no 3, 581-592 p.Article in journal (Refereed) PublishedText
This paper deals with a crack propagation analysis of welded structures and rehabilitation after pre-fatigue loading by the high-frequency mechanical impact (HFMI) post-treatment technique. The investigated specimen type is a thin-walled longitudinal stiffener made of mild steel S355. Fracture mechanical calculations are primarily performed on the basis of the weight-function approach. Thereby, the local residual stress condition at the weld toe is considered by the aid of a structural weld simulation, whereas the numerically evaluated residual stress distribution in depth agrees well to X-ray measurement results. The fracture mechanical analysis illustrates that by incorporating the residual stress state, the calculated lifetime is in good accordance to the conducted fatigue test results. By application of the HFMI-treatment as rehabilitation method, it is found that the beneficial post-treatment effect increases especially by a reduction of the applied load-level. Hence, particularly for minor nominal stress ranges near the high-cycle fatigue region, the mechanical post-treatment as repair method is utmost effective leading to almost equal fatigue strength as for the HFMI-treated specimens without pre-cycling. Finally, proposals for the crack growth assessment of welded structures and a conservative application of HFMI as rehabilitation method for mild steel joints are provided.
Place, publisher, year, edition, pages
2016. Vol. 60, no 3, 581-592 p.
Crack propagation, Fatigue loading, Fatigue improvement, Weld toes, Residual stresses, Mechanical stress relief, Stress distribution, Post weld operations, Computation, Structural members, Fracture mechanics
Metallurgy and Metallic Materials
IdentifiersURN: urn:nbn:se:kth:diva-190521DOI: 10.1007/s40194-016-0316-xISI: 000379434400017ScopusID: 2-s2.0-84966311127OAI: oai:DiVA.org:kth-190521DiVA: diva2:953097
QC 201608162016-08-162016-08-122016-08-16Bibliographically approved