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The paper deals with some considerations focused on resistance assessment of slender cylindrical shells subjected to the axial compression. The load carrying capacity of such shells is determined by stability criterion. It is not enough to determine the critical load in order to assess the load carrying capacity. It is necessary to apply the whole procedure recommended by designing codes and other design recommendations. Details of this procedure were presented in the paper. The correctness of the resistance assessment was verified experimentally on segments of cylindrical shells made of stainless steel.
Czasopismo
Rocznik
Tom
Strony
309--316
Opis fizyczny
Bibliogr. 6 poz.
Twórcy
autor
- Institute of Building Engineering, Civil and Environmental Engineering Faculty, University of Zielona Góra, Szafrana 1, 65-516 Zielona Góra, Poland
Bibliografia
- [1] Timoshenko, S.K. and Gere, J.M.: Teoria stateczności sprężystej, - in Polish, Arkady, Warszawa, 1963.
- [2] Fluegge, W.: Powłoki, Obliczenia statyczne, - in Polish, Arkady, Warszawa, 1972.
- [3] EN 1993-1-6. Eurocode 3: Design of steel structures. Part 1-6: Strength and stability of shell structures.
- [4] Buckling of Steel Shells. European Design Recommendations 5th Edition. Eds: J. M. Rotter and H. Schmidt. Published by ECCS, 2008.
- [5] COSMOS/M, Finite Element Analysis System, Version 2.5, Structural Research and Analysis Corporation, Los Angeles, California, 1999.
- [6] Volmir, A.S.: Ustojczivost dieformurijemych sistiem - in Russian, Nauka, Moskva, 1992.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-LOD9-0027-0022