Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
Cold-formed thin-walled beams may lose the stability in different ways. The common buckling modes which have an influence on the failure of the beam are lateral-torsional, local and distortional buckling. The strength of cold-formed members can be calculated with the Effective Width Method which is incorporated in many international and national standards. In this paper, the experimental and theoretical results calculated with the aforementioned method have been compared
Słowa kluczowe
Czasopismo
Rocznik
Tom
Strony
1369--1377
Opis fizyczny
Bibliogr. 16 poz., rys., tab.
Twórcy
autor
- Poznan University of Technology, Faculty of Machines and Transportation, Poznań, Poland
autor
- Poznan University of Technology, Institute of Applied Mechanics, Poznań, Poland
autor
- Poznan University of Technology, Institute of Applied Mechanics, Poznań, Poland
Bibliografia
- 1. AISI S100-2007, 2007, North American specification for the design of cold-formed steel members, American Iron and Steel Institute
- 2. Batista E.M., 2009, Local-global buckling interaction procedures for design of cold-formed columns: effective width and direct method integrated approach, Thin-Walled Structures, 47, 1218- 1231
- 3. Batista E.M., 2010, Effective section method: a general direct method for design of steel coldformed members under local-global buckling interaction, Thin-Walled Structures, 48, 345-356
- 4. Hancock G.J., 1997, Design for distortional buckling of flexural members, Thin-Walled Structures, 27, 3-12
- 5. Magnucka-Blandzi E., 2011, Effective shaping of cold-formed thin-walled channel beams with double-box flanges in pure bending, Thin-Walled Structures, 49, 121-128
- 6. Magnucka-Blandzi E., Paczos P., Wasilewicz P., 2012, Buckling study of thin-walled channel beams with double-box flanges in pure bending, International Journal for Experimental Mechanics, 48, 317-325
- 7. Magnucki K., Paczos P., Kasprzak J., 2010, Elastic buckling of cold-formed thin-walled channel beams with drop flanges, ASCE: Journal of Structural Engineering, 136, 7, 886-896
- 8. Paczos P., 2012, Stability and limit load of thin-walled cold-formed channel beams, Proceedings of Stabilty of Structures XIII-th Symposium, Zakopane 2012, Kowal-Michalska K., Mania R.J. (Edit.), 539-546
- 9. Paczos P., 2013, Experimental and numerical (FSM) investigations of thin-walled beams with double-box flanges, Journal of Theoretical and Applied Mechanics, 51, 2, 497-504
- 10. Paczos P., 2014, Experimental investigations of thin-walled C-beams with nonstandard flanges, Journal of Constructional Steel Research, 93, 77-87
- 11. Pastor M.M., Roure F., 2008, Open cross-section beams under pure bending. I Experimental investigations, Thin-Walled Structures, 46, 476-483
- 12. PN-EN 1993-1-3, 2008, Eurokod 3, Projektowanie konstrukcji stalowych. Część 1-3: Reguły ogólne. Reguły uzupełniające dla konstrukcji z kształtowników i blach profilowanych na zimno, PKN, Warszawa 2008
- 13. PN-EN 1993-1-5, 2008, Eurokod 3, Projektowanie konstrukcji stalowych. Część 1-5, Blachownice. PKN, Warszawa 2008
- 14. Schafer B.W., 2008, Review: the Direct Strength Method of cold-formed steel member design, Journal of Constructional Steel Research, 64, 766-778
- 15. Silvestre N., Camotim D., 2010, On the mechanics of distortion in thin-walled open sections, Thin-Walled Structures, 48, 469-481
- 16. SudhirSastry Y.B., Krishna Y., Pattabhi Budarapu R., 2015, Parametric studies on buckling of thin walled channel beams, Computational Materials Science, 96, 416-424
Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniajacą naukę.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-2707f407-0880-4476-9500-c367702c94fb