Mechanical Behavior of Square CFST Columns with Embedded Steel Plate Reinforcement
Concrete filled steel tube (CFST) columns have been gradually adopted in modern civil engineering structures mainly in high-rise buildings and bridges. Past research have shown that circular CFST columns were far more superior to its square or rectangular counterparts. Besides lower confinement effe...
Saved in:
| Main Authors: | , , , |
|---|---|
| Format: | Article |
| Language: | en |
| Published: |
International Journal of Structural and Civil Engineering Research (IJSCER)
2018
|
| Subjects: | |
| Online Access: | http://ir.unimas.my/id/eprint/34607/1/Abdul%20Azim%2C%20Abdullah.pdf http://ir.unimas.my/id/eprint/34607/ http://www.ijscer.com/index.php?m=content&c=index&a=show&catid=149&id=410 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1831811652051271680 |
|---|---|
| author | Abdul Azim, Abdullah Azrul, Abdul Mutalib Shahrizan, Baharom Wan Hamidon, Wan Badaruzzaman |
| author_facet | Abdul Azim, Abdullah Azrul, Abdul Mutalib Shahrizan, Baharom Wan Hamidon, Wan Badaruzzaman |
| author_sort | Abdul Azim, Abdullah |
| building | Centre for Academic Information Services (CAIS) |
| collection | Institutional Repository |
| content_provider | Universiti Malaysia Sarawak |
| content_source | UNIMAS Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | Concrete filled steel tube (CFST) columns have been gradually adopted in modern civil engineering structures mainly in high-rise buildings and bridges. Past research have shown that circular CFST columns were far more superior to its square or rectangular counterparts. Besides lower confinement effect, square and rectangular steel tubes with large width-to-thickness ratio were prone to suffer from local buckling. In order to improve the ultimate load carrying capacity of the these columns, the CFST columns were reinforced by longitudinal steel plate embedded into the concrete core. The mechanical properties such as ultimate strength, stiffness and ductility of the square CFST columns with and without longitudinal plate reinforcements were compared and studied. |
| format | Article |
| id | my.unimas.ir-34607 |
| institution | Universiti Malaysia Sarawak |
| language | en |
| publishDate | 2018 |
| publisher | International Journal of Structural and Civil Engineering Research (IJSCER) |
| record_format | eprints |
| spelling | my.unimas.ir-346072021-05-01T11:36:39Z http://ir.unimas.my/id/eprint/34607/ Mechanical Behavior of Square CFST Columns with Embedded Steel Plate Reinforcement Abdul Azim, Abdullah Azrul, Abdul Mutalib Shahrizan, Baharom Wan Hamidon, Wan Badaruzzaman TA Engineering (General). Civil engineering (General) Concrete filled steel tube (CFST) columns have been gradually adopted in modern civil engineering structures mainly in high-rise buildings and bridges. Past research have shown that circular CFST columns were far more superior to its square or rectangular counterparts. Besides lower confinement effect, square and rectangular steel tubes with large width-to-thickness ratio were prone to suffer from local buckling. In order to improve the ultimate load carrying capacity of the these columns, the CFST columns were reinforced by longitudinal steel plate embedded into the concrete core. The mechanical properties such as ultimate strength, stiffness and ductility of the square CFST columns with and without longitudinal plate reinforcements were compared and studied. International Journal of Structural and Civil Engineering Research (IJSCER) 2018-11 Article PeerReviewed text en http://ir.unimas.my/id/eprint/34607/1/Abdul%20Azim%2C%20Abdullah.pdf Abdul Azim, Abdullah and Azrul, Abdul Mutalib and Shahrizan, Baharom and Wan Hamidon, Wan Badaruzzaman (2018) Mechanical Behavior of Square CFST Columns with Embedded Steel Plate Reinforcement. International Journal of Structural and Civil Engineering Research, 7 (4). pp. 319-322. ISSN 2319-6009 http://www.ijscer.com/index.php?m=content&c=index&a=show&catid=149&id=410 DOI: 10.18178/ijscer.7.4.319-322 |
| spellingShingle | TA Engineering (General). Civil engineering (General) Abdul Azim, Abdullah Azrul, Abdul Mutalib Shahrizan, Baharom Wan Hamidon, Wan Badaruzzaman Mechanical Behavior of Square CFST Columns with Embedded Steel Plate Reinforcement |
| title | Mechanical Behavior of Square CFST Columns with Embedded Steel Plate Reinforcement |
| title_full | Mechanical Behavior of Square CFST Columns with Embedded Steel Plate Reinforcement |
| title_fullStr | Mechanical Behavior of Square CFST Columns with Embedded Steel Plate Reinforcement |
| title_full_unstemmed | Mechanical Behavior of Square CFST Columns with Embedded Steel Plate Reinforcement |
| title_short | Mechanical Behavior of Square CFST Columns with Embedded Steel Plate Reinforcement |
| title_sort | mechanical behavior of square cfst columns with embedded steel plate reinforcement |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://ir.unimas.my/id/eprint/34607/1/Abdul%20Azim%2C%20Abdullah.pdf http://ir.unimas.my/id/eprint/34607/ http://www.ijscer.com/index.php?m=content&c=index&a=show&catid=149&id=410 |
| url_provider | http://ir.unimas.my/ |