BUCKLING BEHAVIOUR OF ANGLE SECTION BEAM WITH THE UNSTIFFENED FLANGES IN COMPRESSION
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 unstiff...
| Main Authors: | , , , , |
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| Format: | Conference or Workshop Item |
| Language: | English |
| Published: |
2006
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| Subjects: | |
| Online Access: | http://eprints.utem.edu.my/id/eprint/4303/ http://eprints.utem.edu.my/id/eprint/4303/1/BUCKLING_BEHAVIOUR_OF_ANGLE_SECTION_BEAM_SUBJECTED_TO_PURE_BENDING_MOMENT2.pdf |
| Summary: | 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. |
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