Bond Between Steel and Self-Compacting Concrete in Composite Tube Columns

This paper presents research results of composite tubes filled with self-compacting concrete. The impact of the selected materials and geometric factors on resistance to the vertical shear was evaluated in this study. The resistance of the tested members was compared with recommendations given in Eu...

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Veröffentlicht in:Archives of civil engineering 2017-06, Vol.63 (2), p.131-143
Hauptverfasser: Szadkowska, M., Szmigiera, E.
Format: Artikel
Sprache:eng
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Zusammenfassung:This paper presents research results of composite tubes filled with self-compacting concrete. The impact of the selected materials and geometric factors on resistance to the vertical shear was evaluated in this study. The resistance of the tested members was compared with recommendations given in Eurocode PN-EN 1994-1-1. From the results obtained in the tests it can be deduced that more parameters should be taken into consideration when determining resistance to the vertical shear in the interface between steel and concrete than PN-EN 1994- 1-1 recommends.
ISSN:1230-2945
2300-3103
1230-2945
DOI:10.1515/ace-2017-0021