A semi-analytical method for the analysis of the interactive buckling of thin-walled elastic structures in the second order approximation

International Journal of Solids and Structures

Volumn 33, Issue 25, 1996, Pages 3779-3790

  Kolakowski, Zbigniew ^a  

^a LODZ UNIVERSITY OF TECHNOLOGY   (Poland)

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; BEAMS AND GIRDERS; BUCKLING; COLUMNS (STRUCTURAL); STIFFNESS;

INTERACTIVE BUCKLING ANALYSIS; THIN WALLED CLOSED CROSS SECTION STRUCTURES; THIN WALLED OPEN CROSS SECTION STRUCTURES;

STRUCTURAL ANALYSIS;

EID: 0030269285     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/0020-7683(95)00211-1     Document Type: Article

References (13)

1. Ali, M. A. and Sridharan, S. (1988). A versatile model for interactive buckling of columns and beam-columns. Int. J. Solids Structures 24, 481-486.
2. Byskov, E. and Hutchinson, J. W. (1977). Mode interaction in axially stiffened cylindrical shells. AIAA J. 15, 941-948.
3. Koiter, W. T. (1976). General theory of mode interaction in stiffened plate and shell structures. WTHD Report 590, Delft, pp. 41.
4. Koiter, W. T. and van der Neut, A. (1980). Interaction between local and overall buckling of stiffened compression panels. In: Thin-Walled Structures (eds J. Rhodes and A. C. Walker), Granada, St. Albans, part I, pp. 51-56, part II, pp. 66-86.
5. Koiter, W. T. and van der Neut, A. (1980). Interaction between local and overall buckling of stiffened compression panels. In: Thin-Walled Structures (eds J. Rhodes and A. C. Walker), Granada, St. Albans, part I, pp. 51-56, part II, pp. 66-86.
6. Koiter, W. T. and M. Pignataro, M. (1976). A general theory for the interaction between local and overall buckling of stiffened panels. WTHD Report No. 556, Delft University, pp. 49.
7. Kolakowski, Z. (1993a). Interactive buckling of thin-walled beams with open and closed cross-sections. Thin-Walled Struct. 15, 159-183.
8. Kolakowski, Z. (1993b). Influence of modification of boundary conditions on load carrying capacity in thin-walled columns in the second order approximation. Int. J. Solids Structures 30, 2597-2609.
9. Kolakowski, Z. and Teter, A. (1995). Interactive buckling of thin-walled closed beam-columns with intermediate stiffeners. Int. J. Solids Structures 32, 1501-1516.
10. Manevich, A. I. and Kolakowski, Z. (1995). Influence of local postbuckling behaviour on bending of thin-walled beams. Thin-Walled Struct. (to appear)
11. Reis, A. I. (1987). Interactive buckling in thin-walled structures. Developments in Thin-Walled Structures 3, Ch. 7 (eds J. Rhodes and A. C. Walker), pp. 237-279.
12. Roorda, J. (1988). Buckling behaviour of thin-walled columns. Can. J. Civ. Engng 15, 107-116.
13. Sridharan, S. and Peng, M. H. (1989). Performance of axially compressed stiffened panels. Int. J. Solids Structures 25, 879-899.