Since 1963
ARTICLE
Experimental and numerical study of local stability of non-standard thin-walled channel beams
1
Poznan University of Technology, Institute of Applied Mechanics, Poznań, Poland
Submission date: 2018-09-26
Acceptance date: 2019-02-04
Online publication date: 2019-07-15
Publication date: 2019-07-15
Journal of Theoretical and Applied Mechanics 2019;57(3):549-562
KEYWORDS
ABSTRACT
The subject of the paper are cold-formed, thin-walled non-standard channel beams with
stiffened webs. The local elastic buckling and limit load of the beams subjected to pure
bending are investigated. This study includes numerical, based on the Finite Element
Method and the Finite Strip Method, calculations and actual tests of beams in the laboratory.
The presented results give a deep insight into behaviour of such beams and may be
used to validate analytical models.
REFERENCES (21)
1.
Ádány S., Joó A.L., Schafer B.W., 2010, Buckling mode identification of thin-walled members by using cFSM base functions, Thin-Walled Structures, 48, 806-817.
2.
Ádány S., Schafer B.W., 2006, Buckling mode decomposition of single-branched open cross-section members via finite strip method: Derivation, Thin-Walled Structures, 44, 563-584.
3.
Bambach M.R., 2009, Photogrammetry measurements of buckling modes and interactions in channels with edge-stiffened, Thin-Walled Structures, 47, 485-504.
4.
Beregszászi Z., Ádány S., 2009, The effect of rounded corners of cold-formed steel members in the buckling analysis via the direct strength method, Proceedings of the Twelfth International Conference on Civil, Structural and Environmental Engineering Computing, Paper 36.
5.
Biegus A., Czepiżak D., 2008, Experimental investigations on combined resistance of corrugated sheets with strengthened cross-sections under bending and concentrated load, Thin-Walled Structures, 46, 303-309.
6.
CEN, European Committee for Standardisation, 2006, EN 1993-1-3: Eurocode 3 – Design of Steel Structures, Part 1-3: General rules – Supplementary rules for cold-formed members and sheeting.
7.
Chu T.X., Ye Z., Li L., Kettle R., 2006, Local and distortional buckling of cold-formed zed-section beams under uniformly distributed transverse loads, International Journal of Mechanical Sciences, 48, 378-388.
8.
Djafour M., Djafour N., Megnounif A., Kerdal D.E., 2010, A constrained finite strip method for open and closed cross-section members, Thin-Walled Structures, 48, 955-965.
9.
Gonçalves R., Ritto-Corrêa M., Camotim D., 2010, A large displacement and finite rotation thin-walled beam formulation including cross-section deformation, Computer Methods Applied Mechanics and Engineering, 199, 1627-1643.
10.
Ibrahim S.M., Carrera E., Petrolo M., Zappino E., 2012, Buckling of thin-walled beams by a refined theory, Journal of Zhejiang University – Science A (Applied Physics and Engineering), 13, 10, 747-759.
11.
Kwon Y.B., Kim B.S, Hancock G.J., 2009, Compression tests of high strength cold-formed steel channels with buckling interaction, Journal of Constructional Steel Research, 65, 278-289.
12.
Li Z., Schafer B.W., 2010, Application of the finite strip method in cold-formed steel member design, Journal of Constructional Steel Research, 66, 971-980.
13.
Mahendran M., Jeyaragan M., 2008, Experimental investigation of the new built-up lite steel beams, Proceedings of 5th International Conference on Thin-Walled Structures, 433-441.
14.
Obst M., Kurpisz D., Paczos P., 2016, The experimental and analytical investigations of torsion phenomenon of thin-walled cold formed channel beams subjected to four-point bending, Thin-Walled Structures, 106, 179-186.
15.
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.
16.
Paczos P., 2014, Experimental investigations of thin-walled C-beams with nonstandard flanges, Journal of Constructional Steel Research, 93, 77-87.
17.
Pastor M.M., Roure F., 2008, Open cross-section beams under pure bending. I. Experimental investigations, Thin-Walled Structures, 46, 476-483.
18.
Schafer B.W., 2002, Local, Distortional and Euler buckling of thin-walled columns, Journal of Structural Engineering, 128, 3, 289-299.
19.
Schafer B.W., 2006, Designing cold-formed steel using the direct strength method, 18-th International Specialty Conference on Cold-Formed Steel Structures.
20.
SolidWorks 2011 SP5, Solid v Corporation Headquarters, 175 Wyman Street Waltham, MA 02451, 800-693-9000 US and Canada.
21.
Yu C., Schafer B.W., 2007, Simulation of cold-formed steel beams in local and distortional buckling with applications to the direct strength method, Journal of Constructional Steel Research, 63, 581-590.
Share
RELATED ARTICLE
| eISSN: | 2543-6309 |
| ISSN: | 1429-2955 |
We process personal data collected when visiting the website. The function of obtaining information about users and their behavior is carried out by voluntarily entered information in forms and saving cookies in end devices. Data, including cookies, are used to provide services, improve the user experience and to analyze the traffic in accordance with the Privacy policy. Data are also collected and processed by Google Analytics tool (more).
You can change cookies settings in your browser. Restricted use of cookies in the browser configuration may affect some functionalities of the website.
You can change cookies settings in your browser. Restricted use of cookies in the browser configuration may affect some functionalities of the website.
