Imperfection, residual stress and yield slenderness limit of very high strength (VHS) circular steel tubes

Journal of Constructional Steel Research

Volumn 59, Issue 2, 2003, Pages 233-249

  Jiao, H ^a   Zhao, X L ^a  

^a MONASH UNIVERSITY   (Australia)

Author keywords

Buckling; Column; High strength steel; Imperfection; Residual stress; Tubes

Indexed keywords

RESIDUAL STRESSES; SURFACE TENSION; TUBULAR STEEL STRUCTURES; YIELD STRESS;

SLENDERNESS;

STEEL;

CIRCULAR CYLINDER; STEEL; STRESS;

EID: 0036487735     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(02)00025-1     Document Type: Article

References (23)

1. Section capacity of very high strength (VHS) circular tubes under compression
2. Load and Resistance Factor Design Specification for Structural Steel Buildings
3. Plate slenderness limits for high strength steel section
4. Residual-stress measurement by the sectioning method
5. Residual stress measurement in tubular members
6. The axial strength and behavior of cylindrical columns
7. Buckling strength of circular tubes
8. Residual stress and the compressive strength of steel
9. Effect of imperfections on buckling of thin cylinders and columns under axial compression
10. Understanding imperfection-sensitivity in the buckling of thin-walled shells
11. Local buckling of thin-walled circular steel sections with or without internal restraint
12. Ductility of very high strength (VHS) circular steel tubes in tension
13. Beam-column behavior of fabricated steel tubular members