Comparative Analysis of Two Composite Columns
Tomme: 62 (66) Fascicle: 4 | 2016
Pages: 137-144
Abstract text:
The composite steel-concrete compression members can be made in two constructive solutions: members with concrete partially or total encased sections and members with concrete filled rectangular and circular tubes. This paper presents a comparative study concerning the plastic resistance of a concrete-filled rectangular square steel section and a concrete-filled circular hollow steel section, when the composite column is subjected to axial compression.
Key Words:
composite steel-concrete columns; rectangular section; circular section; comparative analysis
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