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: | , , , , |
|---|---|
| Format: | Conference or Workshop Item |
| Language: | English |
| Published: |
2006
|
| 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 |
| _version_ | 1848887015344439296 |
|---|---|
| author | Sivakumar, Dhar Malingam Sivarao, Subramonian Ahmad, Rivai Tan , Chee Fai Mohd Radzai , Said |
| author_facet | Sivakumar, Dhar Malingam Sivarao, Subramonian Ahmad, Rivai Tan , Chee Fai Mohd Radzai , Said |
| author_sort | Sivakumar, Dhar Malingam |
| building | UTeM Institutional Repository |
| collection | Online Access |
| description | 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. |
| first_indexed | 2025-11-15T19:47:40Z |
| format | Conference or Workshop Item |
| id | utem-4303 |
| institution | Universiti Teknikal Malaysia Melaka |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T19:47:40Z |
| publishDate | 2006 |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | utem-43032015-05-28T02:41:00Z http://eprints.utem.edu.my/id/eprint/4303/ BUCKLING BEHAVIOUR OF ANGLE SECTION BEAM WITH THE UNSTIFFENED FLANGES IN COMPRESSION Sivakumar, Dhar Malingam Sivarao, Subramonian Ahmad, Rivai Tan , Chee Fai Mohd Radzai , Said TJ Mechanical engineering and machinery 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. 2006 Conference or Workshop Item PeerReviewed application/pdf en http://eprints.utem.edu.my/id/eprint/4303/1/BUCKLING_BEHAVIOUR_OF_ANGLE_SECTION_BEAM_SUBJECTED_TO_PURE_BENDING_MOMENT2.pdf Sivakumar, Dhar Malingam and Sivarao, Subramonian and Ahmad, Rivai and Tan , Chee Fai and Mohd Radzai , Said (2006) BUCKLING BEHAVIOUR OF ANGLE SECTION BEAM WITH THE UNSTIFFENED FLANGES IN COMPRESSION. In: National Conf. On Design and Concurrent Engineering (DECON 2006), 9-10 August 2006, Melaka, Malaysia. |
| spellingShingle | TJ Mechanical engineering and machinery Sivakumar, Dhar Malingam Sivarao, Subramonian Ahmad, Rivai Tan , Chee Fai Mohd Radzai , Said BUCKLING BEHAVIOUR OF ANGLE SECTION BEAM WITH THE UNSTIFFENED FLANGES IN COMPRESSION |
| title | BUCKLING BEHAVIOUR OF ANGLE SECTION BEAM WITH THE UNSTIFFENED FLANGES IN COMPRESSION |
| title_full | BUCKLING BEHAVIOUR OF ANGLE SECTION BEAM WITH THE UNSTIFFENED FLANGES IN COMPRESSION |
| title_fullStr | BUCKLING BEHAVIOUR OF ANGLE SECTION BEAM WITH THE UNSTIFFENED FLANGES IN COMPRESSION |
| title_full_unstemmed | BUCKLING BEHAVIOUR OF ANGLE SECTION BEAM WITH THE UNSTIFFENED FLANGES IN COMPRESSION |
| title_short | BUCKLING BEHAVIOUR OF ANGLE SECTION BEAM WITH THE UNSTIFFENED FLANGES IN COMPRESSION |
| title_sort | buckling behaviour of angle section beam with the unstiffened flanges in compression |
| topic | TJ Mechanical engineering and machinery |
| url | 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 |