Comparative Analysis of Two Composite Columns

Cătălin Moga
Affiliation: Technical University of Cluj-Napoca, Faculty of Civil Engineering
Email:
Raluca Nerişanu
Affiliation: Technical University of Cluj-Napoca, Faculty of Civil Engineering
Email: Raluca.Nerisanu@cfdp.utcluj.ro
Delia Drăgan
Affiliation: Technical University of Cluj-Napoca, Faculty of Civil Engineering
Email:
Author(s)2:
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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Author(s) Information

Cătălin Moga
Affiliation: Technical University of Cluj-Napoca, Faculty of Civil Engineering
Email:
Raluca Nerişanu
Affiliation: Technical University of Cluj-Napoca, Faculty of Civil Engineering
Email: Raluca.Nerisanu@cfdp.utcluj.ro
Delia Drăgan
Affiliation: Technical University of Cluj-Napoca, Faculty of Civil Engineering
Email:

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