Wpływ wytrzymałości połączeń punktowych na energochłonność profili cienkościennych

• Autorzy: Rusiński E. , Kaczyński P. , Ambroziak A.

Warianty tytułu

EN

The experimental method of evaluation of clinch joints properties

• Języki publikacji: PL

Abstrakty

PL

W artykule przedstawiono metodologię opracowywania parametrów modeli rozłącznych połączeń punktowych na przykładzie połączenia przetłaczanego. Przedstawiono wyniki badań połączeń klinczowych stali wysokowytrzymałej DP600 o grubości 1,2 mm.

EN

This paper presents a methodology of the parameters estimation of spot, separable connection on the basis of clinch joint. The design of the testing device, used to examine connections at the various configuration of normal and shear force magnitude, was presented. The manufacturing technology and the shape of the specimens were also presented. The calculations of screw strength and minimum tightening torque, preventing the specimens from slipping out during the experiments, were done. The clinch connections made of high strength steel DP600 1.2 mm were manufactured. The experiment results and estimated joint parameters were presented. The present paper also contains an extensive analysis of literature on the subject.

Słowa kluczowe

PL

połączenia przetłaczane; złącza klinowe; modelowanie połaczeń klinowych; wytrzymałość złącza

• Wydawca: Oficyna Wydawnicza Politechniki Wrocławskiej
• Czasopismo: Systems : journal of transdisciplinary systems science
• Rocznik: 2012
• Tom: Vol. 16, nr 1
• Strony: 415--421
• Opis fizyczny: Bibliogr. 11 poz., tab., rys.

Twórcy

autor

Rusiński E.

autor

Kaczyński P.

autor

Ambroziak A.

• Instytut Konstrukcji i Eksploatacji Maszyn, Politechnika Wrocławska; 50-371 Wrocław, ul. I. Łukasiewicza 7/9

Bibliografia

• [1] M. Oudjene, L. Ben-Ayed, On the parametrical study of clinch joining of metallic sheets using the Taguchi method. Engineering Structures, Volume 30, Issue 6, 2008, str. 1782-1788.
• [2] R. F. Pedreschi, B. P. Sinha, An experimental study of cold formed steel trusses using mechanical clinching. Construction and Building Materials, Volume 22, Issue 5, 2008, str. 921-931.
• [3] F. Moroni, A. Pirondi, F. Kleiner, Experimental analysis and comparison of the strength of simple and hybrid structural joints. International Journal of Adhesion and Adhesives, Volume 30, Issue 5, 2010, str. 367-379.
• [4] J. Varis, Economics of clinched joint compared to riveted joint and example of applying calculations to a volume product. Journal of Materials Processing Tech, Volume 172, Issue 1, 2006, str. 130-138.
• [5] V. Hamel, J.M. Roelandt, J.N. Gacel, F. Schmit, Finite element modeling of clinch forming with automatic remeshing. Computers and Structures, Volume 77, Issue 2, 2000, str. 185-200.
• [6] L. Chan-Joo, K. Jae-Young, L. Sang-Kon, K. Dae-Cheol, K. Byung-Min, Design of mechanical clinching tools for joining of aluminium alloy sheets. Materials and Design, Volume 31, Issue 4, 2010, str. 1854-1861.
• [7] M. Oudjene, L. Ben-Ayed, A. Delamézière, J.L. Batoz, Journal of Materials Processing Tech. Volume 209, Issue 1, 2009, str. 289-296.
• [8] A.A. de Paula, M.T.P. Aguilar, A.E.M. Pertence, P.R. Cetlin, Finite element simulations of the clinch joining of metallic sheets. Journal of Materials Processing Tech, Volume 182, Issue 1-3, 2007, str. 352-357.
• [9] M. Carboni, S. Beretta, M. Monno, Fatigue behaviour of tensile-shear loaded clinched joints. Engineering Fracture Mechanics, Volume 73, Issue 2, 2006, str. 178-190.
• [10] J.P. Varis, The suitability of clinching as a joining method for high-strength structural steel. Journal of Materials Processing Technology, Volume 132, Issue 1-3, 2003, str. 242-249.
• [11] J.P. Varis, The suitability of round clinching tools for high strength structural steel. Thin-Walled Structures, Volume 40, Issue 3, 2002, str. 225-238.