Size effect on the steel formed concrete columns
2007
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Advisor: Prof. Dr. Sıddık Şener
Abstract (EN)
In this study size effects test results of plain concrete for steel pipe columns under the axial load were given. Experimental columns were geometrically similar concrete columns (with dimensions having a 1:2:3,2 ratio) resulting in slenderness ratios 10, 14 and 28. The size effect formula which is suitable for concrete columns was presented.
Author
Vladımır Kankov
How to Cite
Vladımır Kankov (Master Thesis). Size effect on the steel formed concrete columns, 2007, Gazi University.
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