Imperfections and buckling in cylindrical shells with consistent residual stresses

Journal of Constructional Steel Research

Volumn 54, Issue 2, 2000, Pages 265-282

  Holst, J Mark F G ^a   Rotter, J Michael ^a   Calladine, Chris R ^b  

^a UNIVERSITY OF EDINBURGH   (United Kingdom)

^b UNIVERSITY OF CAMBRIDGE   (United Kingdom)

Author keywords

Annealed; Buckling; Cylindrical shell; Dimple; Imperfection; Residual stress; Shrinkage strain; Silo

Indexed keywords

ANNEALING; BOUNDARY CONDITIONS; BUCKLING; COMPRESSION TESTING; COMPRESSIVE STRENGTH; ELASTICITY; NUMERICAL METHODS; RESIDUAL STRESSES; SHELLS (STRUCTURES); STRENGTH OF MATERIALS; STRESS ANALYSIS; STRUCTURAL ANALYSIS;

AXIAL COMPRESSION; CYLINDRICAL SHELL; IMPERFECTIONS; SILO;

STEEL STRUCTURES;

EID: 0033894884     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(99)00047-4     Document Type: Article

References (13)

1. Calladine C.R. Understanding imperfection-sensitivity in the buckling of thin-walled shells. Gallatly G.D. Thin Walled Structures: Special Issue on Imperfection-Sensitive Shells. vol. 23:1995;215-235.
2. Lancaster ER, Calladine CR, Palmer SC. Experimental observations of the buckling of thin cylindrical shells subjected to axial compression. Technical report D-Struct/TR1/162, Department of Engineering, University of Cambridge, 1996.
3. Rotter JM. Calculated buckling strengths for the cylindrical wall of 10 000 tonne silos at Port Kembla. Investigation report S663, School of Civil and Mining Engineering, University of Sydney, 1988.
4. Rotter J.M. Elastic plastic buckling and collapse in internally pressurised axially compressed silo cylinders with measured axisymmetric imperfections: interactions between imperfections, residual stresses, and collapse. Proceedings of the International Workshop on Imperfections in Metal Silos: Measurement, Characterisation, and Strength Analysis. 1996;119-140 ECCS, Lyon.
5. Faulkner D. Effects of residual stresses on the ductile strength of plane welded grillages and of ring-stiffened cylinders. Journal of Strain Analysis and Engineering Design. 12:1977;130-139.
6. Harding J. The elasto-plastic analysis of imperfect cylinders. Proc. Inst. Civil Part 2. 65:1978;875-892.
7. Shao-Fu L, Wang Shan, Chen SZ. The strength of welded steel unstiffened cylinders under axial compression. Proceedings of the International Colloquium on the Stability of Plate and Shell Structures, ECCS, Gent, 1987:549-54.
8. Bornscheuer F.W., Hafner L., Ramm E. Zur Stabilität eines Kreiszylinders mit einer Rundschweiβnaht unter Axialbelastung (On the stability of a circular cylinder with a circumferential weld and axial load). Der Stahlbau. 52:1983;313-318.
9. Holst J.M.F.G., Rotter J.M., Calladine C.R. Geometric imperfections and consistent residual stress fields in elastic cylinder buckling under axial compression. Proceedings of the International Workshop on Imperfections in Metal Silos: Measurement Characterisation, and Strength Analysis. Vol. 1. 1996;199-216 ECCS, Lyon.
10. ABAQUS user's manual. ABAQUS/standard user's manual, version 5.4. vol. 1:1994;Hibbitt, Karlsson & Sorensen, Inc, Pawtucket, Rhode Island.
11. Holst J.M.F.G., Rotter J.M., Calladine C.R. Characteristic geometric imperfection forms for cylinders derived from misfit calculations. Krupka V., Schneider P. Carrying capacity of steel shell structures (Proceedings of the International Conference). 1997;333-339 ECCS, Brno.
12. Yamaki N. Elastic stability of circular cylindrical shells. 1984;Elsevier Applied Science, Amsterdam.
13. Teng J.G., Rotter J.M. Buckling of pressurized axisymmetrically imperfect cylinders under axial loads. J. Engng Mech, ASCE. 118:1992;229-247.