Behaviour of axially loaded concrete filled stainless steel elliptical stub columns
Publication date
2010Keyword
Elliptical Stub ColumnsComposite column
Concrete filled
Elliptical hollow sections
Eurocodes
Experiments
High strength concrete
Stainless steel
Tubular construction
Peer-Reviewed
Yes
Metadata
Show full item recordAbstract
This paper presents the details of an experimental investigation on the behaviour of axially loaded concrete-filled stainless steel elliptical hollow sections. The experimental investigation was conducted using normal and high strength concrete of 30 and 100 MPa. The current study is based on stub column tests and is therefore limited to cross-section capacity. Based on the equations proposed by the authors on concrete-filled stainless steel circular columns, a new set of equations for the stainless steel concrete-filled elliptical hollow sections were proposed. From the limited data currently available, the equation provides an accurate and consistent prediction of the axial capacity of the composite concrete-filled stainless steel elliptical hollow sections.Version
No full-text in the repositoryCitation
Lam D, Gardner L and Burdett M (2010) Behaviour of axially loaded concrete filled stainless steel elliptical stub columns. Advances in Structural Engineering. 13(3): 493-500.Link to Version of Record
https://doi.org/10.1260/1369-4332.13.3.493Type
Articleae974a485f413a2113503eed53cd6c53
https://doi.org/10.1260/1369-4332.13.3.493