Bond Between Steel and Self-Compacting Concrete in Composite Tube Columns
Open accessAbstract
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.
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During determining resistance to vertical shear in the interface, not only cross-section should be taken into account, but also its geometry, steel profile thickness, and concrete grade.
“The analysis shows that during determining the resistance to vertical shear in the interface, not only the crosssection should be taken into account, but also its geometry, steel profile thickness, as well as concrete grade.”
From Analysis of shrinkage influence on bond in CFST elements filled with SCC (2021) · cites this paper as Szadkowska and Szmigiera [16]
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Analysis of shrinkage influence on bond in CFST elements filled with SCC
Szadkowska, M., & Szmigiera, E. (2021) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2021.106824 · Cited by 17 · see citing works
Self-citation
- Authors
- Szadkowska, M., & Szmigiera, E.
- Affiliations
- Warsaw University of Technology (PL)
- Venue
- Archives of Civil Engineering
- Publisher
- Walter de Gruyter GmbH
- Published
- 2017-06-27
- Volume
- 63
- Issue
- 2
- Pages
- 131-143
- ISSN
- 1230-2945 (ISSN-L)
- OpenAlex
- W2752189844
- Cited by
- 4
- References
- 0
- Citations by year
- 2026: 1 · 2023: 2 · 2021: 1
- FWCI
- 0.00
- Type
- journal article
- Language
- en
- Open access
- gold
- doi.org
- Licence
- Locations
- Archives of Civil Engineering (publishedVersion, cc-by-nc-nd)
- DOAJ (DOAJ: Directory of Open Access Journals) (submittedVersion, cc-by-sa)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Load-Bearing Analysis
- Physical Sciences › Engineering › Building and Construction › Structural Behavior of Reinforced Concrete
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Engineering and Materials Analysis
- Keywords
- self-compacting concrete, steel tubes, geometric parameters, design guidelines
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