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]](http://digitalcollection.utem.edu.my/style/images/fileicons/application_pdf.png) |
PDF (Full Text)
Buckling_behaviour_of_shallow_vee_section_beams_Sivakumar.pdf - Submitted Version Restricted to Registered users only Download (5MB) |
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: | Final Year Project (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 > Long/ Short Term Research > FKM |
| Depositing User: | Siti Syahirah Ab Rahim |
| Date Deposited: | 20 May 2014 08:08 |
| Last Modified: | 28 May 2015 04:25 |
| URI: | http://digitalcollection.utem.edu.my/id/eprint/12467 |
Actions (login required)
 |
View Item |
Altmetric
Altmetric
