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Behaviour of eccentrically loaded slender concrete filled steel tubes columns
Petrus, Clotilda1, Hanizah Abd Hamid2, Azmi Ibrahim3, Joe Davylyn Nyuin4.
This paper presents an experimental investigation into the structural behaviour of
eccentrically loaded concrete filled, thin walled, steel tubular slender column with tab
stiffeners (CFST). The primary parameters studied through the experimental work are load
eccentricity and type of stiffeners. Three different types of stiffeners used in this study are
longitudinal stiffeners of 10mm height, longitudinal and tab stiffeners of 25mm height and
longitudinal and extended tab stiffeners at 40mm. The effects of the stiffeners on the
structural behavior were investigated experimentally using 26 specimens of slender CFST,
loaded with eccentricity ranging from 0 mm to 60 mm. It was observed that all specimens
failed mainly by overall buckling and, the compressive strength and bending strength of the
specimens decreases as the applied load eccentricity increases.
Affiliation:
- Universiti Teknologi MARA, Malaysia
- Universiti Teknologi MARA, Malaysia
- Universiti Teknologi MARA, Malaysia
- Universiti Teknologi MARA, Malaysia
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Indexation |
Indexed by |
MyJurnal (2021) |
H-Index
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6 |
Immediacy Index
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0.000 |
Rank |
0 |
Indexed by |
Scopus 2020 |
Impact Factor
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CiteScore (1.4) |
Rank |
Q3 (Engineering (all)) |
Additional Information |
SJR (0.191) |
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