Axially compressed cylindrical shells with local settlement

Thin-Walled Structures

Volumn 43, Issue 5, 2005, Pages 811-825

  Holst, J Mark F G ^a   Rotter, J Michael ^a  

^a UNIVERSITY OF EDINBURGH   (United Kingdom)

Author keywords

Axial compression; Buckling; Cylinders; Design; Finite elements; Nonlinear; Settlement; Silos; Steel; Tanks

Indexed keywords

BUCKLING; COMPACTION; DEFECTS; FAILURE ANALYSIS; FINITE ELEMENT METHOD; RESIDUAL STRESSES; SILOS (AGRICULTURAL); STRUCTURAL DESIGN;

AXIAL COMPRESSION; ELASTIC BUCKLING; NONLINEAR; SHELL STRENGTH;

SHELLS (STRUCTURES);

BUCKLING; COMPRESSION; CYLINDERS; FAILURE; FINITE ELEMENT ANALYSIS; SETTLEMENT; STRUCTURAL DESIGN; TANKS;

EID: 14944387060     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tws.2004.10.011     Document Type: Article

References (17)

1. ABAQUS Abaqus theory manual and users manual, version 5.7 1998 Hibbit, Karlsson and Sorensen Inc. Pawtucket, Rhode Island, USA
2. Bornscheuer FW, Hafner L. The influence of an imperfect circumferential weld on the buckling strength of axially loaded circular cylindrical shells. Prelim. Report. Third Int. Coll. Stability Metal Struct. Paris; 1983, p. 407-414.
3. C.R. Calladine Theory of shell structures 1983 Cambridge University Press Cambridge
4. 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 1999 CEN Brussels
5. J.M.F.G. Holst, and J.M. Rotter Settlement beneath cylindrical shells J.G. Teng J.M. Rotter Buckling of thin metal shells 2004 Spon London
6. J.M.F.G. Holst, J.M. Rotter, and C.R. Calladine Buckling strength of cylinders with consistent residual stress state. Report R96-017 1996 School of Civil and Environmental Engineering, University of Edinburgh
7. Holst JMFG, Rotter JM, Calladine CR. Geometric imperfections and consistent residual stress fields in elastic cylinder buckling under axial compression. In: Proceedings of the international workshop: imperfections in metal silos: measurement, characterisation and strength analysis. CA-Silo, Lyon, France; 1996, p. 199-216.
8. Hornung U, Saal H. Stresses in tank shells due to settlement taking into account local uplift. In: Proceedings of the international conference on structural steelwork. Hong Kong; 1996, p. 827-832.
9. Hornung U, Saal H. Stresses in unanchored tank shells due to settlement of the tank foundation. In: Proceedings of the international conference on carrying capacity of steel shell structures. Brno; 1997, p. 157-163.
10. H. Kamyab, and S.C. Palmer Analysis of displacements and stresses in oil storage tanks caused by differential settlement J Mech Eng Sci, Proc IMechE Part C 203 1989 61 70
11. H. Kamyab, and S.C. Palmer Displacements in oil storage tanks caused by localized differential settlement J Pressure Vessel Technol, Trans ASME 113 1991 71 80
12. Koiter WT. On the stability of elastic equilibrium (in Dutch). PhD Thesis. Delft University; 1945 (Translation AFFDL-TR-70-25 Wright Patterson Air Force Base; 1970).
13. E.R. Lancaster, C.R. Calladine, and S.C. Palmer Experimental observations on the buckling of a thin cylindrical shell subjected to axial compression. CUED/D-Struct/TR162 1996 Department of Engineering, University of Cambridge
14. E. Riks An incremental approach to the solution of snapping and buckling problems Int J Solids Struct 15 1979 529 551
15. J.M. Rotter Bending theory of shells for bins and silos Trans Mech Eng, Inst Eng, Australia ME12 3 1987 147 159
16. J.G. Teng Buckling of thin shells: recent advances and trends Appl Mech Rev 49 4 1996 263 274
17. N. Yamaki Elastic stability of circular cylindrical shells 1984 North Holland, Elsevier Applied Science Publishers Amsterdam