PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Plastic mechanisms for thin-walled cold-formed steel members in eccentric compression

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The Eurocode 3 concerning thin-walled steel members divides members subjected to compression into four classes, considering their ductility. The representatives of the class C4 are short bars, for which the load-capacity corresponds to the maximum compression stresses less than the yield stress. There are bars prone to local buckling in the elastic range and they do not have a real post-elastic capacity. The failure at ultimate stage of such members, either in compression or bending, always occurs by forming a local plastic mechanism. This fact suggests the possibility to use the local plastic mechanism to characterise the ultimate strength of such members. The present paper is based on previous studies and some latest investigations of the authors, as well as the literature collected data. It represents an attempt to study the plastic mechanisms for members in eccentric compression about minor axis and the evolution of plastic mechanisms, considering several types of lipped channel sections.
Rocznik
Strony
33--37
Opis fizyczny
Bibliogr. 19 poz., rys., wykr.
Twórcy
autor
  • Department of Steel Structures and Structural Mechanics, Politehnica University of Timisoara, Ioan Curea 1, 300224 Timisoara, Romania
  • Laboratory of Steel Structures, Romanian Academy – Timisoara Branch, Mihai Viteazu 24, 300223 Timisoara, Romania
autor
  • Department of Strength of Materials, Łódź University of Technology, ul. Stefanowskiego 1/15, 90-924 Łódź, Poland
  • Department of Strength of Materials, Łódź University of Technology, ul. Stefanowskiego 1/15, 90-924 Łódź, Poland
Bibliografia
  • 1. Davies J.M., Leach P. (1994), First order generalized beam theory, Journal of Construction. Steel research, 39,187-220.
  • 2. Dubina D., Ungureanu V. (2002), Plastic strength of thin-walled members, Sixteenth Int. Specialty Conference on Cold-Formed Steel Structures, Orlando, Florida, 324-332.
  • 3. Eurocode 1993-1-3: Eurocode 3: Design of steel structures, Part 1-3: General Rules.
  • 4. Hiriyur B.K.J., Schafer B.W. (2004), Yield-line analysis of coldformed steel members, International Journal of Steel Structures, 5(1), 43-54.
  • 5. Kato B. (1965), Buckling strength of plates in the plastic range, International Association of Bridge and Structural Engineering, 25,127-141.
  • 6. Korol R.M., Sherbourne A.N. (1972), Strength prediction of plates in uniaxial compression, Journal of Structural Division, 98, 1965-1986.
  • 7. Kotełko M. (2010), Load-carrying capacity and mechanisms of failure of thin-walled structures, (in Polish), WNT Warszawa.
  • 8. Kotełko M., Mania J.R. (2008), Alternative solution of the problem of load-capacity of thin-walled plated structures, Mechanics and Mechanical Eng., 12(4), 323-336.
  • 9. Kragerup J. (1982), Five notes on plate buckling, Technical University of Denmark, Department of Structural Engineering, Series R, Nr 143.
  • 10. Królak M. [ed.] (1990), Post-buckling and load-capacity of thinwalled girders of flat walls (in Polish), PWN Warszawa-Łódź.
  • 11. Mahendran M. (1997), Local plastic mechanisms in thin steel plates under in-plane compression, Thin-Walled Structure, Elsevier Appl. Sci, 27, 245-261.
  • 12. Murray N.W., Khoo P.S. (1981), Some basic plastic mechanisms in thin-walled steel structures, Int. J. Mech. Sci., 23(12), 703-713.
  • 13. Rassmussen K.J.R., Hancock G.J. (1991), Nonlinear analyses of thin-walled channel-section columns, Thin-Walled Structures, 13(1,2) 145-176.
  • 14. Rondal J., Maquoi R. (1985), Stub-column strength of thin-walled squre and rectangular hollow sections, Thin-Walled Structures, 3, 15-34.
  • 15. Sin K.W. (1985), The collapse behaviour of thin-walled sections, PhD Thesis, Dept. of Mechanical Engineering, University of Strathclyde, Glasgow.
  • 16. Ungureanu D.V. (2006), Light steel structures made of cold-formed steel profiles, (in Romanian), Ed. Orizonturi Universitare Timisoara.
  • 17. Ungureanu V., Dubina D. (2004), Post-elastic strength and ductility of cold-formed steel sections, Proc. of Int. Conference on ThinWalled Structures, Loughborough, Thin-Walled Structures, 283-294.
  • 18. Ungureanu V., Kotełko M., Mania R.J., Dubina D. (2010), Plastic mechanisms database for thin walled cold-formed steel members in compression and bending, Thin-Walled Structures, 48(10-11) 818- 826.
  • 19. Zhao X.-L. (2003), Yield line mechanism analysis of steel members and connections, Prog. Struct. Engng Mater., 5, 252-262.
Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-79d49674-2ee5-466b-97b9-137962e60e66
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.