Reticular-Stretched Thermo-Profile: Buckling of the Perforated Web as a Single Plate

Author:

Vatin Nikolay I.1,Havula Jarmo2,Martikainen Lassi2,Sinelnikov Aleksei S.1,Shurovkina Lidia L.1

Affiliation:

1. Saint-Petersburg State Polytechnical University

2. HAMK University of Applied Sciences

Abstract

<p>This paper includes buckling analysis of reticular-stretched steel cold formed profile web as a single plate based on classical theory of elasticity. Numerical method used throughout the research was finite-element method (FEM). Results of the research have good correlation with tests.</p>

Publisher

Trans Tech Publications, Ltd.

Reference34 articles.

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2. Winter, George. Light Gauge (Thin-Walled) Steel Structures for Building in the U.S.A. preliminary publication, 4th Congress of the International Association for Bridge and Engineering, 1952, 524 p.

3. Yu, Wei-Wen, Wolford, D. S. and Johnson, A. L. Golden Anniversary of the AISI Specification, 13 International specialty conference on Cold-Formed Steel Structures, St. Louis, MO, 1996, pp.1-3, 5.

4. Schafer, W. and Pekoz, T. Computational modeling of cold-formed steel: characterizing geometric imperfections and residual stresses, Journal of Constructional Steel Research, Vol. 47, 1998, pp.193-210.

5. Bayan Anwer Ali, Sariffuddin Saad and Mohd Hanim Osman, Finite Element Analysis of Cold-formed Steel Connections, International Journal of Engineering (IJE), Vol. 5, №2, 2011, pp.55-61.

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