Study Strength of Blind Riveted Lap Joint Structure under Tensile Shear Force

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dc.contributor.authorQasim, B.M.
dc.contributor.authorKhidir, T.C.
dc.contributor.authorIncesu, A.
dc.date.accessioned2024-09-29T16:16:28Z
dc.date.available2024-09-29T16:16:28Z
dc.date.issued2021
dc.departmentKarabük Üniversitesien_US
dc.description.abstractIn joint of sheets, blind rivet assembly is considered one of the most important and suitable ways to achieve a big amount of shear stresses in the structure without failure, blind rivets describe a hollow body contain a mandrel or stem, and when the rivet is set, mandrel pull and the body are deformed to clamp and hold the materials of the plates together securely. Blind rivets are easy to install, versatile, and unlike many fasteners, the failure of lap joints is most likely to occur as a result of shear failure of the rivets itself or bearing failure (crushing) of the plate, or tensile failure of the plates of structure, alone or in combination depending on the makeup of the joints. This investigation is concerned to study the influence of hole diameter, length of the rivet, the thickness of joint and using washer on the secondary head side of the generated shear stress, the mechanical behavior, particularly, ultimate tensile strength were investigated using a universal testing machine. The result shows that the maximum tensile force to increase when the hole diameter increase, changing the length of rivet influence on the strength of the structure the maximum tensile force increases with an increase the length of rivet, Furthermore, maximum shear force increase with decreasing the thickness of sheets and using the washer produces same results as increasing the maximum shear force before failure of the structure. Copyright © 2021 by the authors. This is an open access article distributed under the Creative Commons Attribution License (CC BY-NC-ND 4.0), which permits use, distribution and reproduction in any medium, provided that the article is properly cited, the use is non-commercial and no modifications or adaptations are made.en_US
dc.identifier.doi10.18178/ijmerr.10.7.363-367
dc.identifier.endpage367en_US
dc.identifier.issn2278-0149
dc.identifier.issue7en_US
dc.identifier.scopus2-s2.0-85109196956en_US
dc.identifier.scopusqualityQ3en_US
dc.identifier.startpage363en_US
dc.identifier.urihttps://doi.org/10.18178/ijmerr.10.7.363-367
dc.identifier.urihttps://hdl.handle.net/20.500.14619/9105
dc.identifier.volume10en_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherInternational Journal of Mechanical Engineering and Robotics Researchen_US
dc.relation.ispartofInternational Journal of Mechanical Engineering and Robotics Researchen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectblind riveten_US
dc.subjectsingle lap jointen_US
dc.subjecttensile test and shears forceen_US
dc.titleStudy Strength of Blind Riveted Lap Joint Structure under Tensile Shear Forceen_US
dc.typeArticleen_US

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