Interactive buckling of thin-walled beam-columns with intermediate stiffeners or/and variable thickness

International Journal of Solids and Structures

Volumn 37, Issue 24, 2000, Pages 3323-3344

  Kolakowski, Zbigniew ^a   Teter, Andrzej ^b  

^a LODZ UNIVERSITY OF TECHNOLOGY   (Poland)

^b LUBLIN UNIVERSITY OF TECHNOLOGY   (Poland)

Author keywords

Interaction; Intermediate stiffenerajkr, brrrr; Thin walled structures

Indexed keywords

BEAMS AND GIRDERS; BENDING MOMENTS; BUCKLING; COLUMNS (STRUCTURAL); COMPRESSION TESTING; STIFFNESS;

INTERMEDIATE STIFFENERS; THIN WALLED STRUCTURES;

STRUCTURAL ANALYSIS;

EID: 0033892015     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0020-7683(99)00044-X     Document Type: Article

References (40)

1. Bernard E.S., Bridge R.Q., Hancock G.J. Tests of profiled steel decks with V-stiffeners. J. Struct. Engineering. 119:(8):1993;2277-2293.
2. Biderman B.L. (in Russian) Mechanics of Thin-walled Structures - Statics. 1977;488 Mashinostroenie, Moscou. (in Russian).
3. Bilstein, W., 1974. Beitrag zur Berechnung vorverformter mit diskreten Laengssteifen ausgesteifter, ausschliesslich in Laengsrichtung belasteter Rechteckplatten nach der nichtlinearen Beultheorie. Der Stahlbau, Heft 7 and Heft 9, pp. 193-201; pp. 276-282.
4. Byskov E. Elastic buckling problem with infinitely many local modes. Mechanics of Structures and Machines. 15:(4):1987;413-435.
5. Byskov E., Hutchinson J.W. Mode interaction in axially stiffened cylindrical shells. AIAA J. 15:(7):1977;941-948.
6. Camotim D., Prola I.C. On the stability of thin-walled columns with Z, S and sigma sections. Proceedings of the Second International Conference on Coupled Instability in Metal Structures, Imperial Press College. 1996;149-156.
7. Cox H.L., Riddell J.R. Buckling of a longitudinal stiffened panel. Aer. Quarterly. 1:1949.
8. Desmond, T.P., 1977. The behaviour and strength of thin-walled compression members with longitudinal stiffeners. Dept. Struct. Engng Report No.369, Cornell University, USA.
9. Dubina D. Coupled instabilities in bar members - general report. Proceedings of the Second International Conference on Coupled Instability in Metal Structures, Imperial Press College. 1996;119-132.
10. Höglund T. Design of Trapezoidal Sheeting Provided with Stiffeners in the Flanges and Webs. 1978;Manus, Stockholm, Sweden.
11. Hoon K.H., Rhodes J., Seah L.K. Tests on intermediately stiffened plate elements and beam compression elements. Thin-Walled Structures. 16:1993;111-143.
12. Kasagi A., Sridharan S. Modal interaction in composite cylinders under hydrostatic pressure. Int. J. Solids Structures. 32:(10):1995;1349-1369.
13. Koiter, W.T., 1976. General theory of mode interaction in stiffened plate and shell structures; WTHD Report 590, Delft, p. 41.
14. Koiter W.T., Pignataro M. An alternative approach to the interaction between local and overall buckling in stiffened panels. Buckling of Structures/Proceedings of the IUTAM Symposium, Cambridge, 1974. 1976;133-148.
15. Koiter, W.T., van der Neut, A., 1980. Interaction between local and overall buckling of stiffened compression panels; In: Thin-Walled Structures, (ed. J. Rhodes and A. G. Walker), Granada, St. Albans, part I, pp. 51-56, part II, pp. 66-86.
16. Kolakowski Z. Interactive buckling of thin-walled beams with open and closed cross-sections. Thin-Walled Structures. 15:1993;159-183.
17. Kolakowski Z. 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):1993;2597-2609.
18. Kolakowski Z. Interactive buckling of thin-walled beams with open and closed cross-section. Engineering Transactions. 37:(2):1989;375-397.
19. Kolakowski Z. Mode interaction in wide plate with angle section longitudinal stiffeners under compression. Engineering Transactions. 37:(1):1989;117-135.
20. Kolakowski Z. Some thougths on mode interaction in thin-walled columns under uniform compression. Thin-Walled Structures. 7:1989;23-35.
21. Kolakowski Z. Mode interaction in thin-walled trapezoidal column under uniform compression. Thin-Walled Structures. 5:1987;329-342.
22. Kolakowski Z. Mode interaction in wide plate with closed section longitudinal stiffeners under compression. Engineering Transactions. 35:(4):1987;591-609.
23. Kolakowski Z., Teter A. Interactive buckling of thin-walled closed elastic column-beams with intermediate stiffeners. Int. J. Solids Structures. 32:(11):1995;1501-1516.
24. Kolakowski Z., Teter A. Influence of local post-buckling behaviour on bending of thin-walled elastic beams with central intermediate stiffeners. Engineering Transactions. 43:(3):1995;383-396.
25. 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.
26. Konig, L., 1978. Transversely loaded thin-walled C-shaped panels with intermediate stiffeners. Document D7: Swedish Council for Building Research, Sweden.
27. Krolak M. Post-buckling Behaviour and Load Carrying Capacity of Thin-walled Plate Girders. 1990;553 PWN, Polish Scientific Publishers, Warsaw-Lodz.
28. Manevich A.I. Interactive buckling of stiffened plate under compression. Mekhanika Tverdogo Tela. 5:1988;152-159. (in Russian).
29. Manevich A.I. Stability of shells and plates with T-section stiffeners. Stroitel'naya Mekhanika i Raschet Sooruzhenii. 2:1985;34-38. (in Russian).
30. Manevich A.I., Kolakowski Z. Influence of local postbuckling behaviour on bending of thin-walled beams. Thin-Walled Structures. 25:(3):1996;219-230.
31. Moellmann, H., Goltermann, P., 1989. Interactive buckling in thin-walled beams; Part I: Theory; Part II: Applications. Int. J. Solids Structures, Vol. 25, No. 7, pp. 715-728 and 729-749.
32. Pignataro M., Luongo A. Asymmetric interactive buckling of thin-walled columns with initial imperfection. Thin-Walled Structures. 3:1987;365-386.
33. Pignataro M., Luongo A. Multiple interactive buckling of thin-walled members in compression. Proceedings of the International Colloquium on Stability of Plate and Shell Structures, Ghent, University Ghent. 1987;235-240.
34. 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.
35. 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.
36. Sridharan S., Ali M.A. Interactive buckling in thin-walled beam-columns. J. Engng Mech. ASCE. 111:(12):1985;1470-1486.
37. Sridharan S., Peng M.H. Performance of axially compressed stiffened panels. Int. J. Solids and Structures. 25:(8):1989;879-899.
38. Teter A., Kolakowski Z. Interactive buckling of thin-walled open elastic beam-columns with intermediate stiffeners. Int. J. Solids Structures. 33:(3):1996;315-330.
39. Timoshenko S.P. Tber die Stabilitat versteifter Platten. Der Eisenbau. 12:1921;147-163.
40. Unger, B., 1969. Elastisches Kippen von beliebig gelagerten und aufgehaengten Durchlauftraegern mit einfachsymmetrischen, in Traegerachse veraenderlichem Querschnitt und einer Abwandlung des Reduktionsverfahrens als Loesungsmethode; Dissertation D17, Darmstadt.