Fatigue strength assessment of laser stake welds in web-core steel sandwich panels

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dc.contributor Aalto-yliopisto fi
dc.contributor Aalto University en
dc.contributor.advisor Remes, Heikki, Prof., Aalto University, Department of Applied Mechanics, Finland
dc.contributor.author Frank, Darko
dc.date.accessioned 2014-07-30T09:00:12Z
dc.date.available 2014-07-30T09:00:12Z
dc.date.issued 2014
dc.identifier.isbn 978-952-60-5749-1 (electronic)
dc.identifier.isbn 978-952-60-5748-4 (printed)
dc.identifier.issn 1799-4942 (electronic)
dc.identifier.issn 1799-4934 (printed)
dc.identifier.issn 1799-4934 (ISSN-L)
dc.identifier.uri https://aaltodoc.aalto.fi/handle/123456789/13630
dc.description.abstract Industries nowadays demand lightweight and space-saving solutions such as sandwich panels that offer high strength-to-weight ratios. In general, sandwich panels consist of homogeneous core material that carries a shear force and face plates that carry a bending moment. The web-core sandwich panel has an inhomogeneous core as it consists of unidirectional web plates that are periodically distributed and connected to the face plates by laser stake-welded T-joints. The joint has two crack-like notches on each side of the weld. When the panel bends, the out-of-plane shear deformation opposite to the web direction causes local bending of the joined plates in the vicinity of the weld. This leads to tension at one notch tip and compression at the other. The fatigue crack initiates at the tensile tip and propagates through the weld under cyclic loading until the plates are separated and the sandwich effect is lost. The thesis investigates the fatigue resistance of laser stake-welded T-joints in the web-core panels under out-of-plane loading, i.e. lateral loading. The bending of the joined plates in panels can cause contact between the surfaces of the compressive notch. It is determined that the contact causes an increase of the stiffness of the T-joint in the case of significant face plate deflection since it results in a large rotation of the joint. The increase in the stiffness of the joint needs to be considered in the assessment of the global response of the panel, which defines the displacements that are imposed as the loads in the local strength assessment of the joint. If panel contains a low-stiffness filling material inside the voids, the contribution of the material increases the shear stiffness of the panel and reduces the deformation of the joint. Thus, under the same external loading, the filling prolongs the fatigue life of the panel. The evaluation of the J-integral at the tips of the notches, modelled using statistically mean notch depth values, gave agreement on the fatigue strengths between all the series that were investigated at five million load cycles. The agreement is obtained regardless of plate thicknesses, the type of loading or whether the filling material is present. Good agreement with other steel joints is also demonstrated at five million load cycles. However, the slope of the fatigue resistance curve varies, depending mainly on the load type, i.e. tension or bending. The research determined that the slope depends on the distribution of the maximum principal stress in the vicinity of the notch tip. When the stress is characterized by a dimensionless gradient, evaluated in the stress direction, the slope-gradient relation appears linear. The gradient shows sensitivity towards the loading type and the plate thickness effect. en
dc.format.extent 44 + app. 68
dc.format.mimetype application/pdf en
dc.language.iso en en
dc.publisher Aalto University en
dc.publisher Aalto-yliopisto fi
dc.relation.ispartofseries Aalto University publication series DOCTORAL DISSERTATIONS en
dc.relation.ispartofseries 93/2014
dc.relation.haspart [Publication 1]: Frank, Darko; Remes, Heikki; Romanoff, Jani; 2011. Fatigue assessment of laser stake-welded T-joints. International Journal of Fatigue, Vol. 33, pages 102-114. ISSN 0142-1123. DOI 10.1016/j.ijfatigue.2010.07.002. Corrigendum published in volume 33, issue 11, page 1504. DOI 10.1016/j.ijfatigue.2011.07.001.
dc.relation.haspart [Publication 2]: Frank, Darko; Remes, Heikki; Romanoff, Jani. 2013. J-integral-based approach to fatigue assessment of laser stake-welded T-joints. International Journal of Fatigue, Vol. 47, pages 340-350. ISSN 0142-1123. DOI 10.1016/j.ijfatigue.2012.09.019.
dc.relation.haspart [Publication 3]: Frank, Darko; Romanoff, Jani; Remes, Heikki. 2013. Fatigue strength assessment of laser stake-welded web-core steel sandwich panels. Fatigue & Fracture of Engineering Materials & Structures, Vol. 36, pages 724-737. ISSN 1460-2695. DOI 10.1111/ffe.12038.
dc.relation.haspart [Publication 4]: Frank Darko; Remes, Heikki; Romanoff, Jani. 2013. On the slope of the fatigue resistance curve for laser stake-welded T-joints. Fatigue & Fracture of Engineering Materials & Structures, Vol. 36, pages 1336-1351. ISSN 1460-2695. DOI 10.1111/ffe.12105.
dc.subject.other Marine engineering en
dc.title Fatigue strength assessment of laser stake welds in web-core steel sandwich panels en
dc.type G5 Artikkeliväitöskirja fi
dc.contributor.school Insinööritieteiden korkeakoulu fi
dc.contributor.school School of Engineering en
dc.contributor.department Sovelletun mekaniikan laitos fi
dc.contributor.department Department of Applied Mechanics en
dc.subject.keyword fatigue strength en
dc.subject.keyword stress analysis en
dc.subject.keyword laser weld en
dc.subject.keyword stake weld en
dc.subject.keyword sandwich panel en
dc.subject.keyword web-core en
dc.identifier.urn URN:ISBN:978-952-60-5749-1
dc.type.dcmitype text en
dc.type.ontasot Doctoral dissertation (article-based) en
dc.type.ontasot Väitöskirja (artikkeli) fi
dc.contributor.supervisor Romanoff, Jani, Prof., Aalto University, Department of Applied Mechanics, Finland
dc.opn Pedersen, Preben T., Prof. Emer., Tech. Uni. of Denmark
dc.date.dateaccepted 2014-06-16
dc.contributor.lab Marine Technology en
dc.contributor.lab Meritekniikka fi
dc.rev Brennan, Feargal, Prof., Cranfield Uni., UK
dc.rev Ringsberg, Jonas W., Prof., Chalmers Uni. of Tech., Sweden
dc.date.defence 2014-08-14


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