Fracture Analysis of EN AW-6063 Aluminum Alloy Thin-Walled Welded Stairs

Article Preview

Abstract:

In the paper extended experimental study and numerical analysis of fatigue strength of aluminum alloy EN AW – 6063 welded thin-walled aluminum structural stair construction is presented. The FEM calculations were carried out. In analysis the concept of the weak link was applied. The critical thin-walled welded tread stairs node was selected and the concept was verified experimentally for two variants of cyclic loading. The effect of cyclic loading on crack initiation and propagation in the welds and on residual strength was examined. It was observed the reduction in residual strength, i.e. 1.61% for the construction of thin-walled welded connection after 30 000 cycles, and about 6.19% after 100 000 cycles.

You might also be interested in these eBooks

Info:

Periodical:

Solid State Phenomena (Volume 250)

Pages:

22-28

Citation:

Online since:

April 2016

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2016 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] A. Neimitz, Fracture mechanics, PWN, Warszawa, (1996).

Google Scholar

[2] L. Golaski, Basis of experimental mechanics Politechnika Swietokrzyska, Kielce, (1992).

Google Scholar

[3] S. Kocanda, Fatigue of metals (in polish), WNT, Warszawa, (1985).

Google Scholar

[4] S. Kocanda, J. Szala, Basis of fatigue calculations, Wydawnictwo Naukowe PWN, Warszawa (1997).

Google Scholar

[5] FKM-Guideline, Analytical strength assessment of components in mechanical engineering,. 5th edition, E. Haibach, (2003).

Google Scholar

[6] T. R. Gurney, Thickness effect in 'relatively thin' welded joints,. Report for the Health and Safety Executive by The Welding Institute, (1995).

Google Scholar

[7] T. Lagoda, Fatigue of selected welded joints, Oficyna Wydawnicza Politechniki Opolskiej, Opole (2005).

Google Scholar

[8] Eurocode 3: Design of steel structures – Part 1-9: Fatigue. EN 1993-1-9.

Google Scholar

[9] ASME Boiler and Pressure Vessel Code. Section VIII, Division2. Alternative Rules.

Google Scholar

[10] BS7608: 1993, Code of practice for fatigue design and assessment of steel structures.

Google Scholar

[11] BS8118 Part 1: 1991, Structural use of aluminum. Part 1: Code of practice for design.

Google Scholar

[12] A. Biegus, Design of welds under Eurocod 3, Builder nr 11/(2009).

Google Scholar

[13] E. Debski, J. Bruzda, M. Zeman, J. Lassocinski, M. Lomozik, M. Kubica, Fracture of welded joints under european standards, , Instytut Spawalnictwa, Gliwice, (1994).

Google Scholar

[14] Ł. Blacha, Use of weak link concept in fatigue design of welded steel joints, PhD thesis, Politechnika Opolska, Opole, (2013).

Google Scholar

[15] PN-EN 1999-1-3 Design of aluminum structures Part 1-3 Fatigue predictions.

Google Scholar

[16] PN-84/H-04334 Low–cycle fatigue of metals.

Google Scholar

[17] PN-EN 1999-1-1 Design of aluminum structures Part 1-1 General rules.

Google Scholar