Theoretical study on the post-local buckling of steel plates in concrete-filled box columns

Computers and Structures

Volumn 75, Issue 5, 2000, Pages 479-490

  Liang, Q Q ^a   Uy, B ^b  

^a VICTORIA UNIVERSITY   (Australia)

^b UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; COLUMNS (STRUCTURAL); COMPOSITE STRUCTURES; GEOMETRY; MATHEMATICAL MODELS; PLATES (STRUCTURAL COMPONENTS); RESIDUAL STRESSES; STEEL STRUCTURES; STRENGTH OF MATERIALS;

COMPOSITE COLUMNS; POST LOCAL BUCKLING; STEEL PLATES;

FINITE ELEMENT METHOD;

EID: 0033892659     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(99)00104-2     Document Type: Article

References (20)

1. Levy S. Buckling of rectangular plates with built-in edges. J App Mech 1942;9(12):A171-4.
2. Coan J.M. Large deflection theory for plates with small initial curvature loaded in edge compression. Trans. Am. Soc. Mech. Engrs. 73:1951;143-162.
3. Yamaki N. Postbuckling behaviour of rectangular plates with small initial curvature loaded in edge compression. J. Appl. Mech. Am. Soc. Mech. Engrs. 26:1959;407-414.
4. Crisfield M.A. Full-range analysis of steel plates and stiffened plating under uniaxial compression. Proc. Instn. Civ. Engrs, Part 2. 59:1975;595-624.
5. Little G.H. Collapse analysis of plates with strain hardening. Int. J. Mech. Sci. 23:(9):1981;561-576.
6. Mofflin D.S., Dwight J.B. Buckling of aluminium plates in compression. Rhodes J., Spences J. Behaviour of thin-walled structures. 1984;399-427 Elsevier Science, Amsterdam.
7. Ge H.B., Usami T. Strength of concrete-filled thin-walled steel box columns: experiment. J Struct Eng. 118:(11):1992;3036-3054.
8. Ge H.B., Usami T. Strength analysis of concrete-filled thin-walled steel box columns. J Construct Steel Res. 30:1994;259-281.
9. Wright H.D. Buckling of plates in contact with a rigid medium. The Structural Engineer. 71:(12):1993;209-215.
10. Wright H.D. Local stability of filled and encased steel sections. J Struct Eng. 121:(10):1995;1382-1388.
11. Bridge R.Q., O'Shea M.D., Gardner P., Grigson R., Tyrell J. Local buckling of square thin-walled steel tubes with concrete infill. Proceedings of the International Conference on Structural Stability and Design, Sydney, Australia :1995;307-314.
12. Uy B., Bradford M.A. Local buckling of thin steel plates in composite construction: experimental and theoretical study. Proc. Instn. Civ. Engrs. Structs. and Bldgs. 110:1995;426-440.
13. Uy B., Bradford M.A. Elastic local buckling of thin steel plates in composite steel-concrete members. Engineering Structures. 18:(3):1996;193-200.
14. STRAND6.1. Reference manual and user guide. Sydney, Australia: G+D Computing Pty Ltd., 1993.
15. Dwight J.B. Prediction of residual stresses caused by welding. Steel Construction. 9:(1):1975;2-9.
16. Ramberg W, Osgood WR. Description of stress-strain curves by three parameters. NACA Technical Note, No. 902, 1943.
17. Bulson P.S. The stability of flat plates. 1970;Chatto and Windus, London.
18. Walker A.C. A brief review of plate buckling research. Rhodes J., Spences J. Behaviour of thin-walled structures. 1984;375-397 Elsevier Science, Amsterdam.
19. Liang Q.Q., Uy B. Parametric study on the structural behaviour of steel plates in concrete-filled fabricated thin-walled box columns. Adv Struct Eng. 2:(1):1998;57-71.
20. Uy B. Local and post-local buckling of concrete-filled steel welded box columns. J Construct Steel Res. 47:1998;47-72.