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

Abstract:

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.

• Periodical: Applied Mechanics and Materials (Volumes 725-726)
• Pages: 722-727
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.725-726.722
• Online since: January 2015
• Authors: Nikolay Vatin, Jarmo Havula, Lassi Martikainen, Aleksei S. Sinelnikov, Lidia L. Shurovkina*
• Keywords: Buckling Analysis, Critical Compressive Stress, Intermediate Stiffener, Thin-Walled Cross-Sections

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