Modal interactive buckling of thin-walled composite beam-columns regarding distortional deformations

International Journal of Engineering Science

Volumn 37, Issue 12, 1999, Pages 1577-1596

  Kolakowski, Zbigniew ^a   Krolak, Marian ^a   Kowal Michalska, Katarzyna ^a  

^a LODZ UNIVERSITY OF TECHNOLOGY   (Poland)

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; BEAMS AND GIRDERS; BENDING MOMENTS; BUCKLING; COLUMNS (STRUCTURAL); COMPRESSIVE STRENGTH; DEFORMATION; ELASTICITY; MATRIX ALGEBRA; STRUCTURAL ANALYSIS;

MODAL INTERACTIVE ELASTIC BUCKLING; THIN-WALLED COMPOSITE BEAM-COLUMNS;

COMPOSITE STRUCTURES;

EID: 0033197437     PISSN: 00207225     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0020-7225(98)00135-9     Document Type: Article

References (33)

1. B.L. Biderman, Mechanics of thin-walled structures - statics, Mashinostroenie, Moscow (1977) 488 (in Russian).
2. Byskov E., Hutchinson J.W. Mode interaction in axially stiffened cylindrical shells. AIAA J. 15(7):1977;941-948.
3. D. Camotim, I.C. Prola, On the stability of thin-walled columns with Z, S and sigma sections, Proceedings of Second Int. Conf. on Coupled Instability in Metal Structures, Imperial Press College, 1996, pp. 149-156.
4. D. Dubina, Coupled instabilities in bar members - general report, Proceedings of Second Int. Conf. on Coupled Instability in Metal Structures, Imperial Press College, 1996, pp. 119-132.
5. Godoy L.A., Barbero E.J., Raftoyiannis I. Interactive buckling analysis of fiber-reinforced thin-walled columns. Int. J. Composite Structures. 29(5):1995;591-623.
6. Kasagi A., Sridharan S. Modal interaction in composite cylinders under hydrostatic pressure. Int. J. Solids Structures. 32(10):1995;1349-1369.
7. W.T. Koiter, M. Pignataro, An alternative approach to the interaction between local and overall buckling in stiffened panels, in: Buckling of Structures, Proceedings of IUTAM Symposium, Cambridge, 1974, 1976 pp. 133-148.
8. W.T. Koiter, General theory of mode interaction in stiffened plates and shells structures, WTHD Report 590, Delft, 1976, 41.
9. W.T. Koiter, A. van der Neut, Interaction between local and overall buckling of stiffened compression panels, in: J. Rhodes, A.G. Walker (Eds.), Thin-Walled Structures, Granada, St.Albans, London, 1980 part I, pp. 51-56, part II, pp. 66-86.
10. Z. Kolakowski, Mode interaction in thin-walled trapezoidal column under uniform compression, Thin-Walled Structures 5 (1987a) 329-342.
11. Z. Kolakowski, Mode interaction in wide plate with closed section longitudinal stiffeners under compression, Engineering Transactions 35 (4) (1987b) 591-609.
12. Z. Kolakowski, Interactive buckling of thin-walled beams with open and closed cross-section, Engineering Transactions 37 (2) (1989a) 375-397.
13. Z. Kolakowski, Mode interaction in wide plate with angle section longitudinal stiffeners under compression, Engineering Transactions, 37 (1) (1989b) 117-135.
14. Z. Kolakowski, Some thoughts on mode interaction in thin-walled columns under uniform compression, Thin-Walled Structures 7 (1989c) 23-35.
15. Z. Kolakowski, Interactive buckling of thin-walled beams with open and closed cross-sections, Thin-Walled Structures 15 (1993a) 159-183.
16. Z. Kolakowski, Influence of modification of boundary conditions on load carrying capacity in thin-walled columns in the second order approximation, Int. J. Solids Structures, 30 (19) (1993b) 2597-2609.
17. Kolakowski Z., Krolak M. Interactive elastic buckling of thin-walled closed orthotropic beam-columns. Engineering Transactions. 43(4):1995;571-590.
18. Kolakowski Z., Kowal-Michalska K., Kedziora S. Determination of inelastic stability of thin-walled isotropic columns using elastic orthotropic plate equations. Int. J. Mechanics and Mechanical Engineering. 1(1):1997;79-100.
19. M. Krolak (Ed.), Post-Buckling Behaviour and Load Carrying Capacity Of Thin-Walled Plate Girders, PWN Polish Scientific Publishers, Warsaw-Lodz, 1990, pp. 553, (in Polish).
20. Krolak M., Kolakowski Z. Interactive elastic buckling of thin-walled open orthotropic beam-columns. Engineering Transactions. 43(4):1995;591-602.
21. A.I. Manevich, Stability of shells and plates with T-section stiffeners, Stroitel'naya Mekhanika i Raschet Sooruzhenii (in Russian) (2) (1985) 34-38.
22. A.I. Manevich, Interactive buckling of stiffened plate under compression, Mekhanika Tverdogo Tela (in Russian) (5) (1988) 152-159.
23. H. Moellmann, P. Goltermann, Interactive buckling in thin-walled beams, Part I: Theory; Part II: Applications, Int. J. Solids Structures 25 (7) (1989) 715-749.
24. Pignataro M., Luongo A., Rizzi N. On the effect of the local overall interaction on the postbuckling of uniformly compressed channels. Thin-Walled Structures. 3:1985;283-321.
25. M. Pignataro, A. Luongo, Asymmetric interactive buckling of thin-walled columns with initial imperfection, Thin-Walled Structures 3 (1987a) 365-386.
26. M. Pignataro, A. Luongo, Multiple interactive buckling of thin-walled members in compression, Proc. Int. Colloq. on Stability of Plate and Shell Structures, University Ghent, Ghent, 1987b, pp. 235-240.
27. Sridharan S., Graves-Smith T.R. Postbuckling analyses with finite strips. J. Engng. Mech. Div. ASCE. 107(EM5):1981;869-888.
28. Sridharan S., Ali M.A. Interactive buckling in thin-walled beam-columns. J. Engng. Mech. ASCE. 111(12):1985;1470-1486.
29. Sridharan S., Ali M.A. An improved interactive buckling analysis of thin-walled columns having doubly symmetric sections. Int. J. Solids Structures. 22(4):1986;429-443.
30. Sridharan S., Peng M.H. Performance of axially compressed stiffened panels. Int. J. Solids and Structures. 25(8):1989;879-899.
31. S. Sridharan, T.H. Starnes, Mode interaction in stiffened composite panels, First Joint Meeting SES-ASCE-ASME, Charlottesville, VA, 6-9 June 1993.
32. F. Stoll, Analysis of nonlinear response of compressive loaded stiffened panels, First Joint Meeting SES-ASCE-ASME, Charlottesville, VA, 6-9 June 1993.
33. B. Unger, Elastisches Kippen von beliebig gelagerten und aufgehangten Durchlauftragern mit einfachsymmetrischen, in: Tragerachse veranderlichem Querschnitt und einer Abwandlung des Reduktionsverfahrens als Losungsmethode; Dissertation D17, Darmstadt, 1969.