Buckling of elastic cylindrical shells considering the effect of localized axisymmetric imperfections

Thin-Walled Structures

Volumn 42, Issue 7, 2004, Pages 1035-1047

  Khamlichi, A ^a   Bezzazi, M ^b   Limam, A ^c  

^a Plastex Maros SA   (Morocco)

^b ABDELMALEK ESSAADI UNIVERSITY   (Morocco)

^c UNIVERSITÉ DE LYON   (France)

Author keywords

Buckling; Imperfections; Localized defects; Shells; Silos; Stability

Indexed keywords

BUCKLING; ELASTICITY; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; SILOS (AGRICULTURAL); STABILITY; STRUCTURAL ANALYSIS;

IMPERFECTION; LOCALIZED DEFECTS; SHELLS; SILOS;

CYLINDERS (CONTAINERS);

EID: 2942627692     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tws.2004.03.008     Document Type: Article

References (13)

1. Koiter WT. On the stability of elastic equilibrium. Ph.D. Thesis. Technological University of Delft, Holland, 1945 [English translation issued in 1967 as NASA, Tech Trans F10, 833].
2. Ding X., Coleman R., Rotter J.M. Technique for precise measurement of large-scale silos and tanks. Journal of Surveying Engineering. 122:(1):1996;15-25.
3. Hutchinson J.W., Tennyson R.C., Muggeridge D.B. Effect of local axisymmetric imperfection on the buckling of a cylindrical shell under axial compression. AIAA Journal. 9:(1):1972;48-52.
4. Amazigo J.C., Budiansky B. Asymptotic formulas for the buckling stresses of axially compressed cylinders with localized or random axisymmetric imperfections. Journal of Applied Mechanics. 93:1972;179-184.
5. Arbocz J. Post-buckling behaviour of structures, numerical techniques for more complicated structures. Buckling and post-buckling of structures. 1987;83-142 Springer-Verlag, Berlin, Heidelberg.
6. Teng J.C., Rotter J.M. Buckling of pressurized axisymmetrically imperfect cylinders under axial loads. Journal of Engineering Mechanics. 118:(2):1992;229-247.
7. Teng J.C. Buckling of thins shells: recent advances and trends. Journal Mechanics Reviews ASME. 49:(4):1996;263-274.
8. Pircher M., Bridge R.Q. The influence of circumferential weld-induced imperfections on the buckling of silos and tanks. Journal of Constructional Steel Research. 57:2001;569-580.
9. Kim S.E., Kim C.S. Buckling strength of the cylindrical shell and tank subjected to axially compressive loads. Thin-Walled Structures. 40:2002;329-353.
10. Timoshenko S.P., Gere J.M. Theory of elastic stability. 1961;Mc Graw-Hill, New York.
11. Lundquist EE. Strength tests of thin-walled duralumin cylinders in compression. NACA Report No. 473, 1933.
12. Weingarten V.I., Morgan E.J., Seide P. Elastic stability of thin-walled cylindrical and conical shells under axial compression. AIAA Journal. 3:1965;500-555.
13. Hutchinson J.W., Koiter W.T. Post-buckling theory. Applied Mechanical Review. 23:1970;1353-1366.