Experimental Behavior of Concrete Filled Steel Tube Columns | ||||
| Port-Said Engineering Research Journal | ||||
| Article 12, Volume 17, Issue 1, March 2013, Page 106-114 PDF (1.27 MB) | ||||
| Document Type: Original Article | ||||
| DOI: 10.21608/pserj.2013.42995 | ||||
 View on SCiNiTO | ||||
| Authors | ||||
| Mohamed mohamdeen1; Mohamed Mohamed El-Ghandour2; Ibrahim Hassan El-Kersh3; Mohamed Ibrahim Hussein4 | ||||
| 1أستاذ منشأت المعدنيى - کلية الهندسة - جامعة قناة السويس | ||||
| 2Prof. of steel structure and Dean of Collage of Engineering Portsaid university ( | ||||
| 3Prof. of steel structure an Dean of Collage of Engineering Suez Canal University | ||||
| 4Assistance lecture, Collage of Engineering | ||||
| Abstract | ||||
| Concrete filled tube composite columns provide an economic section and fast manufacturing. The concrete infill reduces the initial local buckling of the steel sections which allows very slender steel plates with high values for (width/thickness) ratio to be used in their fabrication. This paper investigates the local and post local buckling behavior of welded box section with and without concrete infill. Thirteen short columns of hollow and filled tube were tested in the concrete research laboratory at Housing and Building National Research Center | ||||
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