TENSILE-SHEAR TESTING OF RESISTANCE ELEMENT WELDED JOINT OF CARBON FIBER-REINFORCED POLYMER AND DP500 STEEL

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dc.citation.epage146
dc.citation.spage139
dc.citation.volume1
dc.contributor.authorĐurić, Aleksija
dc.contributor.authorMilčić, Dragan
dc.contributor.authorMarković, Biljana
dc.contributor.authorMilčić, Miodrag
dc.date.accessioned2024-04-02T09:16:03Z
dc.date.available2024-04-02T09:16:03Z
dc.date.issued2022
dc.description.abstractThe aim of the research presented in this paper is to analyze the possibility of joining Carbon Fiber-Reinforced Polymer (CFRP) and DP500 steel using novel joining technology called resistance element welding (REW). These two materials are representatives of the multi-material structure, and in this research 1.0 mm thick CFRP and 1.5 mm thick DP500 steel were used. A S355JR steel rivet was used as the auxiliary element. The specimens were assembled with an overlap distance of 35 mm. The REW joining procedure began by drilling a hole in the CFRP and inserting the 4 mm diameter steel element (S355JR) in the CFRP, after which classical resistance spot welding (RSW) was performed. The tensile-shear tests were done on a Beta 50-7 / 6×14 testing machine at a cross head speed of 2 mm/min. Macrostructural analysis was conducted by using a Keyence VHX-6000 microscope. The results presented in this paper show that resistance element welding can be used for joining CFRP and DP steel.
dc.identifier.issn2812-9229
dc.identifier.urihttps://vaseljena.ues.rs.ba/handle/123456789/1122
dc.language.isoen
dc.publisherUniversity of Niš, Faculty of Mechanical Engineering
dc.sourceINNOVATIVE MECHANICAL ENGINEERING
dc.subjectResistance element welding, Dissimilar materials joints, CFRP, DP steel
dc.titleTENSILE-SHEAR TESTING OF RESISTANCE ELEMENT WELDED JOINT OF CARBON FIBER-REINFORCED POLYMER AND DP500 STEEL
dc.typeArticle
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