期刊
ADVANCES IN STRUCTURAL ENGINEERING
卷 13, 期 3, 页码 493-500出版社
MULTI-SCIENCE PUBL CO LTD
DOI: 10.1260/1369-4332.13.3.493
关键词
composite column; concrete-filled; elliptical hollow sections; Eurocodes; experiments; high strength concrete; stainless steel; tubular construction
资金
- Engineering and Physical Sciences Research Council [EP/G002126/2, EP/G003556/1, EP/G002126/1] Funding Source: researchfish
- EPSRC [EP/G002126/2, EP/G003556/1, EP/G002126/1] Funding Source: UKRI
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.
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