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

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...

Full description

Bibliographic Details
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/
http://eprints.utem.edu.my/id/eprint/4303/1/BUCKLING_BEHAVIOUR_OF_ANGLE_SECTION_BEAM_SUBJECTED_TO_PURE_BENDING_MOMENT2.pdf

Similar Items

Similar Items