Reliability Analysis of Buckling Limit State for Friction Stir Welded Aircraft Stiffened Panels

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Buckling of stiffened panels is strongly affected by initial geometric imperfections. The panel assembling technique used can influence both the initial geometric imperfections pattern and material inohomogeneities. It was recognized for the particular case of stir friction welded stiffened panels that the presence of a weld can decrease significantly buckling strength. This is mainly due to the reduction in material strength in the weld zone. In this work, stir friction welded stiffened panels are modeled by using the finite element method. The modelling takes into account distributed and localized initial geometric imperfections as well as material degradation that are generated in the heat affect zone by this process. A parametric study was conducted on the effects of magnitude of geometric distributed imperfections; position, length and depth of a localized depression; as well as material degradation occurring near the weld stripe. Artificial neural network models were built by using the results of various simulations performed according to full factorial design of experiment tables. This has enabled to assess reliability of design of a stiffened panel with regards to the buckling limit state by means of Monte Carlo approach.

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35-42

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March 2015

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] J.H. Hattel, K.L. Nielsen and C.C. Tutum: European Journal of Mechanics A/Solids, Vol. 33 (2011), p.67.

Google Scholar

[2] L. Ronning, A. Aalberg and P.K. Larsen: Thin Walled Structures, Vol. 48 (2010), p.357.

Google Scholar

[3] T. P Estefen and S.F. Estefen, Marine Structures, Vol. 28 (2012), p.2.

Google Scholar

[4] Z. Sadovsky, C. Guedes Soares and A.P. Teixeira: Reliability Engineering and System Safety , Vol. 92 (2007), p.1659.

Google Scholar

[5] Z. Sadovsky and C. Guedes Soares: Reliability Engineering and System Safety, Vol. 96 (2011), p.713.

Google Scholar

[6] S. Benson, J. Downes and R.S. Dow: Thin-Walled Structures, Vol. 70 (2013), p.19.

Google Scholar

[7] R.M.F. Paulo, F. Teixeira-Dias and R. Valente: Thin-Walled Structures, Vol. 62 (2013), p.65.

Google Scholar

[8] C.M. Rizzo, J.K. Paik, F. Brennan, C.A. Carlsen, C. Daley, Y. Garbatov, L. Ivanov, B.C. Simonsen, N. Yamamoto and H.Z. Zhuang: Ships and Offshore Structures, Vol. 3 (2007), p.261.

DOI: 10.1080/17445300701423486

Google Scholar

[9] J.E. Silva, Y. Garbatov and C. Guedes Soares: Engineering Structures 52 (2013), p.295.

Google Scholar

[10] M.C. Xu and C. Guedes Soares, Engineering Structures, Vol. 49 (2013), p.316.

Google Scholar

[11] H.M. Gomes and A.M. Awruch: Structural Safety, Vol. 26 (2004), p.49.

Google Scholar

[12] J.B. Cardoso, J.R. Almeida, J.M. Dias and P.G. Coelho: Advances in Engineering Software, Vol. 39 (2008), p.505.

Google Scholar

[13] Anonymous, ABAQUS/Standard user's manual, ver. 6. 10, Hibbitt, Karlsson and Sorensen, (2010).

Google Scholar

[14] I. Lillemäe, H. Remes and J. Romanoff: Thin-Walled Structures, Vol. 72 (2013), p.121.

DOI: 10.1016/j.tws.2013.07.001

Google Scholar

[15] Z. Waszczyszyn and M. Bartczak : International Journal of Non-Linear Mechanics, Vol. 37 (2002), p.763.

Google Scholar