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

• Main Authors: Sivakumar, Dhar Malingam, Sivarao, Subramonian, Ahmad, Rivai, Tan , Chee Fai, Mohd Radzai , Said
• Format: Conference or Workshop Item
• Language: English
• Published: 2006
• Subjects: TJ Mechanical engineering and machinery
• Online Access: http://eprints.utem.edu.my/id/eprint/4303/1/BUCKLING_BEHAVIOUR_OF_ANGLE_SECTION_BEAM_SUBJECTED_TO_PURE_BENDING_MOMENT2.pdf; http://eprints.utem.edu.my/id/eprint/4303/

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...