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BUCKLING BEHAVIOUR OF ANGLE SECTION BEAM WITH THE UNSTIFFENED FLANGES IN COMPRESSION

Sivakumar, Dhar Malingam and Sivarao, Subramonian and Ahmad, Rivai and Tan , Chee Fai and Mohd Radzai , Said (2006) BUCKLING BEHAVIOUR OF ANGLE SECTION BEAM WITH THE UNSTIFFENED FLANGES IN COMPRESSION. In: National Conf. On Design and Concurrent Engineering (DECON 2006), 9-10 August 2006, Melaka, Malaysia.

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Abstract

Under certain condition, usually involving compressive stresses a structural member may develop large distortions under critical loading conditions. This condition can be described as buckling. Twenty cold formed galvanized mild steel angle sections were tested in four-point bending with the unstiffened flanges in compression. Thickness of 1.00 mm and 1.50 mm with angles from 0° to 22.5° were used. As the thickness and angle increases the maximum load increases while the deflection reduces.

Item Type: Conference or Workshop Item (Paper)
Subjects: T Technology > TJ Mechanical engineering and machinery
Divisions: Faculty of Mechanical Engineering > Department of Structure and Materials
Depositing User: Dr Sivakumar Dhar Malingam
Date Deposited: 17 Jul 2012 23:49
Last Modified: 28 May 2015 02:41
URI: http://eprints.utem.edu.my/id/eprint/4303

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