Inclusion of Real Material Behaviour in the Numerical Model for Stringer Stiffened Cylinders

Abstract:

Article Preview

Info:

Periodical:

Key Engineering Materials (Volumes 274-276)

Edited by:

W.P. Shen and J.Q. Xu

Pages:

691-696

Citation:

W. Vanlaere et al., "Inclusion of Real Material Behaviour in the Numerical Model for Stringer Stiffened Cylinders ", Key Engineering Materials, Vols. 274-276, pp. 691-696, 2004

Online since:

October 2004

Export:

Price:

$38.00

[1] S.P. Timoshenko: Theory of Elastic Stability (United Engineering Trustees Inc., New York 1936).

[2] ENV 1993-1-6. Eurocode 3: Design of steel structures, Part 1. 6: General rules - Supplementary rules for the strength and stability of shell structures (Eurocode 3 Part 1. 6, CEN, Brussels 1999).

DOI: https://doi.org/10.3403/30126870

[3] W. Guggenberger: Nonlinear buckling behaviour of circular cylindrical shells under local axial loads. Doctoral Dissertation (in German) (Institute for Steel, Timber and Shell Structures, Technical University of Graz, Austria 1992).

[4] W. Guggenberger: Cylindrical shells above local supports. In: Buckling of Thin Metal Shells (eds. J.G. Teng & J.M. Rotter) (Spon Press, London 2004).

DOI: https://doi.org/10.4324/9780203301609_chapter_3

[5] W. Vanlaere, J. Belis, P. Buffel, G. Lagae, R. Van Impe: Key Engineering Materials, Vol. 233- 236 (2003), p.761.

[6] R. Van Impe, J. Belis, P. Buffel, G. Lagae: 9th Nordic Steel Construction Conference, Proceedings (2001), p.221.

[7] W. Vanlaere, G. Lagae, R. Van Impe, P. Buffel, J. Belis, M. De Beule: International Conference on Design, Inspection, Maintenance and Operation of Cylindrical Steel Tanks and Pipelines, Proceedings (2003), p.55.