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Buckling Behaviour Of Shallow Vee Section Beams

Sivakumar, Dhar Malingam and Mohd Radzai , Said and Ahmad , Rivai and Tan , Chee Fai (2007) Buckling Behaviour Of Shallow Vee Section Beams. Project Report. UTeM, Melaka, Malaysia. (Submitted)

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Abstract

This study presents buckling behaviour of thin walled angle section beams subjected to pure bending moment. Under certain condition, usually involving compressive stresses, a structural member may develop large distortions under critical loading conditions. This condition is described as buckling. Forty cold formed galvanized mild steel angle sections were tested in four-point bending with the unstiffened flanges in compression. Maximum moment and central deflection is recorded. Results show that the flange of thin-walled specimens was more stiffened when the angle and thickness increases. Graphs plotted clearly shows the existence of two phases which are linear and non-linear.

Item Type: Monograph (Project Report)
Uncontrolled Keywords: Buckling (Mechanics), Structural analysis, Thin-walled structures
Subjects: T Technology > T Technology (General)
T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Library > Projek Jangka Panjang / Pendek > FKM
Depositing User: Siti Syahirah Ab Rahim
Date Deposited: 20 May 2014 08:08
Last Modified: 28 May 2015 04:25
URI: http://eprints.utem.edu.my/id/eprint/12467

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