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Analytical buckling of slender circular concrete-filled steel tubular columns with compliant interfacesSchnabl, Simon ; Jelenić, Gordan ; Planinc, IgorThis paper presents an efficient mathematical model for studying the global buckling behavior of concrete-filled steel tubular (CFST) columns with compliant interfaces. The present mathematical model ... is used to evaluate exact critical buckling loads and modes of CFST columns for the first time. The results prove that the presence of finite interface compliance may significantly reduce the critical buckling load of CFST columns. A good agreement between analytical and experimental buckling loads of circular CFST columns is obtained if at least one among longitudinal and radial interfacial stiffnesses is high. The design methods compared in the paper give conservative results in comparison with the experimental results and analytical results for almost perfectly bonded layers. The parametric study reveals that critical buckling loads of CFST columns are very much affected by the diameter-to-depth ratio and concrete elastic modulus. Moreover, a material nonlinearity has a pronounced effect for short CFST columns, and a negligible effect for slender ones.Source: Journal of constructional steel research. - ISSN 0143-974X (Letn. 104, 2015, str. 252-262)Type of material - article, component part ; adult, seriousPublish date - 2015Language - englishCOBISS.SI-ID - 7151457
Author
Schnabl, Simon |
Jelenić, Gordan |
Planinc, Igor
Topics
buckling |
concrete-filled |
steel |
tube |
CFST |
compilant
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Database name | Field | Year |
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Links to authors' personal bibliographies | Links to information on researchers in the SICRIS system |
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Schnabl, Simon | 23474 |
Jelenić, Gordan | ![]() |
Planinc, Igor | 14507 |
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