Browse By Repository:


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)

[img] PDF (Full Text)
Buckling_behaviour_of_shallow_vee_section_beams_Sivakumar.pdf - Submitted Version
Restricted to Registered users only

Download (5MB)


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

Actions (login required)

View Item View Item


Downloads per month over past year