high-performance lightweight structures with fiber
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Journal of Materials Science Research; Vol. 4, No. 1; 2015 ISSN 1927-0585 E-ISSN 1927-0593
Published by Canadian Center of Science and Education
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High-performance lightweight structures with Fiber Reinforced Thermoplastics and Structured Metal Thin Sheets
Holger Seidlitz1, Colin Gerstenberger1 , Tomasz Osiecki1, Sylvio Simon2 & Lothar Kroll1 1 Institute of Lightweight Structures, Chemnitz University of Technology, Chemnitz, Germany 2 Professorship of Machine Tools, Brandenburg University of Technology, Senftenberg, Germany Correspondence: Holger Seidlitz, Institute of Lightweight Structures, Chemnitz University of Technology, Chemnitz, Germany. Tel: 49-371-5313-5551. E-mail: [email protected] Received: September 30, 2014 Accepted: October 18, 2014 Online Published: November 24, 2014
doi:10.5539/jmsr.v4n1p28 URL: http://dx.doi.org/10.5539/jmsr.v4n1p28 Abstract A heavy-duty multi-material-design (MMD) can be realized through the combined use of structured sheet metal and reinforced plastics (FRP). To exploit the high lightweight potential of the various material groups within a multi-material system as efficient as possible, a material-adapted and particularly fiber adjusted joining method must be applied. The present paper primarily focuses on the manufacturing and mechanical testing of novel multi-material joints with structured sheet metals and carbon fiber reinforced thermoplastics (CFRP). For this purpose the applicability of the new Flow Drill Joining (FDJ) method, which was developed for joining of heavy-duty metal/composite hybrids, was investigated. Keywords: multi-material design, fiber reinforced plastics, structured metal thin sheets, joining 1. Introduction Load-path adapted multi material designs initiate significant savings of energy and material in automotive industry. Of all the material groups, the combined use of metal sheets and fiber-reinforced plastic (FRP) offers a very high lightweight potential (Klein, 1997; Rosato, 2005; Goede et al., 2010). With respect to this, metal components are usually applied for a uniform initiation of concentrated loads. In contrast to that FRPs are more suitable for load transmission along large distances (Schürmann, 2005; Kroll, 2009). In particular, the use of thermoplastic FRPs with high strength and stiffness properties is raised sharply within the last decade in automotive industry (Ind.Exp., 2013; Witten, 2013). Primarily this is due to comparatively short cycle times when manufacturing components and the use of inexpensive matrix systems such as polypropylene, but also higher-quality plastics such as polyamide or polyether ether ketone. Consequently they are predestined for large scale production of complex lightweight structures (Döhler et al., 2014). The use of structured metal sheets also offers a high lightweight potential for multi-material designs (Sterzing, 2005; Malikova et al., 2013). In Particular three dimensional structured sheets with embossed secondary design elements, vault structures or beadings are characterized by much higher bending stiffness-values than plane sheets. On the one hand this is caused by a higher moment of inertia and on the other by the strain hardening effect, which is evoked by the forming process (Viehweger et al., 2002). Compared to a plane sheet metal construction, the wall thickness can be consequently reduced and ultimately also the component weight. Through the combined use of thermoplastic FRPs and thin-walled structured metal sheets, weight-optimized components of a body in white can be developed for vehicle construction. For instance the described multi-material approach can contribute to increase the rigidity of a body in white structure while reducing weight. For this the required joining technology takes a central role within the manufacturing process. The joining of thin-walled structural components, made of FRP and metal sheets, is considered to be an extreme challenge. Usually - due to the strongly different thermo-mechanical behavior and the divergent material composition and morphology - primarily mechanical methods such as screwing, blind and punch riveting as well as hybrid techniques are applicable (Simon, 2005). Regarding this, high and strong local acting joining forces cause a process-related smoothing of the structured cross-section. This reduces the excellent bending stiffness of the thin-walled and structured sheet metal components considerably (Viehweger et al., 2005).
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Furthermointroductiocomponen2006; Seidstress areaof all spacbe performThis paperthin walledthermoplanature, theachieve hijoints withwith polya2. Method2.1 SpecifiStructuredstructured process a hsheets are this phenoinsulation.In this paproll forminused alloy Table 1. Pr
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ore the convenon zone of thnt significant andlitz et al., 201as, which consee problems. To
med very gentler focuses on thd structured shstic FRPs withe fibers can begh joining stre
h structured steamide 6 (PA6) d fication of Test d thin sheet me
sheets), or hhigh level of scharacterized
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astic FRP’s in g of unidirectiore (for polyamwith defined mh specific strenstics, good cra
tional placing he FRP. As a nd prevent the1). Therefore aequently lead to fully exploit e as well as loahe qualificationheets (Seidlitzhin wall thickne aligned alonengths in this weel and aluminu
matrix. Finall
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the form of so onal (UD) pre-mide 6: 220°Cmechanical prongth and stiffnash resistance
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ments leads to, high notch soitation of the forcements likr-sizing of the
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investigations are FRP’s with orthotropic glass and carbon fiber reinforcement, embedded in a polyamide 6 (PA 6) matrix system. Table 2 gives an overview referring to the applied unidirectional (UD) prepreg systems, lamina lay-up and further specific properties. Table 2. Properties of GFRP and CFRP joining partners
FRP type prepreg lay up young's modulus E1 = E2
tensile strength σ1 = σ2
fiber volume ratio thickness
GFRP UD glass fibre/PA 6 (Ticona)
[0/90]s 16.8 GPa 368 MPa 0.6 1.2 mm
CFRP UD carbon fibre/PA 6 (Ticona)
[(0/90)3]s 49.5 GPa 860 MPa 0.6 1.6 mm
2.2 Flow Drill Joining Concept The flow drill joining (FDJ) concept, which was developed at the Institute of Lightweight Construction at Chemnitz University of Technology, primarily serves to join comparatively thicker thermoplastic FRPs with metal sheets. The process is characterized by short processing times, high-strength joining properties appropriate for the force fluxes as well as the high degree of lightweight construction and can be utilized in various industrial sectors. The essential advantage towards typical joining technologies relates to the fact that no additional auxiliary joining elements are needed for joining the components. In order to manufacture a FDJ joint, the plastic flow properties of the metal component are exploited in a targeted way. With the aid of a rotating mandrel, a bushing is thermo-mechanically shaped from the metallic base material. While doing so, this bushing is pushed directly through the also locally plasticized thermoplastic FRP component during the shaping operation and is subsequently pulled over in a positive-locking form when the mandrel is retracted or in an additional working step (Figure 1).
Figure 1. Process scheme for manufacturing FDJ joints
The rotation of the mandrel and the associated friction serve to release thermal energy which is locally introduced into the FRP component as a result of the process and thus initiates the partial melting of the thermoplastic matrix. Therefore, the continuous fibers arranged in the plastic become "moveable" and can be aligned towards the force fluxes during the shaping of the bushing (Figure 2a). The described FDJ process was carried out by an automated joining jig (Figure 2b). According to DIN EN ISO 14273, the machine serves to manufacture tensile shear test specimens with a length of 175 mm, width of 50 mm and an overlapping length of 35 mm. Joining of the comparatively thick walled GFRP and CFRP components can
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knowledged. f this article we Chemnitz Un
bbia, C. A. (20d.). Southampto
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s of AlMg2.5/fiber plies (Fi
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