The shape of circumferential weld-induced imperfections in thin-walled steel silos and tanks

Thin-Walled Structures

Volumn 39, Issue 12, 2001, Pages 999-1014

  Pircher, M ^a   Berry, P A ^a   Ding, X ^a   Bridge, R Q ^a  

^a UNIVERSITY OF WESTERN SYDNEY   (Australia)

Author keywords

Shape function; Shell theory; Weld induced imperfections

Indexed keywords

BUCKLING; CYLINDERS (SHAPES); SHELLS (STRUCTURES); STEEL TANKS; WELDED STEEL STRUCTURES;

WELD-INDUCED IMPERFECTIONS;

THIN WALLED STRUCTURES;

EID: 0035546366     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0263-8231(01)00047-7     Document Type: Article

References (22)

1. The effect of general imperfections on the buckling of cylindrical shells
2. The effect of axisymmetric imperfections on the buckling of cylindrical shells under axial compression
3. Zur beulstabilität von kreiszylinderschalen
4. Buckling loads of thin-walled circular cylinders with axisymmetric irregularities
5. Asymptotic formulas for the buckling stresses of axially compressed cylinders with localized or random axisymmetric imperfections
6. Effect of a local axisymmetric imperfection on the buckling of a cylindrical shell under axial compression
7. Zur stabilität eines kreiszylinders mit einer rundschweissnaht unter axialbelastung
8. Elastic stability of cylindrical shells with weld depressions
9. Buckling of pressurized axisymmetrically imperfect cylinders under axial loads
10. Buckling and collapse in internally pressurised axially compressed silo cylinders with measured axisymmetric imperfections: Imperfections, residual stresses and local collapse
11. Buckling of axisymmetric imperfect circular cylindrical shells under axial compression
12. Effect of an axisymmetric imperfection on the plastic buckling of an axially compressed cylindrical shell
13. Weld shrinkage in large stiffened tubulars
14. Typical imperfections of steel silo shells in civil engineering
15. Compression tests on cylinders with circumferential weld depressions