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

Auteur(s):

Médium: article de revue
Langue(s): anglais
Publié dans: Archives of Civil Engineering, , n. 2, v. 63
Page(s): 131-143
DOI: 10.1515/ace-2017-0021
Abstrait:

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.

Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1515/ace-2017-0021.
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  • Reference-ID
    10476786
  • Publié(e) le:
    25.11.2020
  • Modifié(e) le:
    25.11.2020
 
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