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Keywords: concrete-filled steel column; ultrahigh-strength concrete
Hui Lu, X. Zhao, Lin-Hai Han (2010)
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Influence of ultra-high strength infill in slender concrete-filled steel tubular columns
D. Hernández-Figueirido, M. Romero, J. Bonet, J. Montalvà (2012)
Influence of Slenderness on High-Strength Rectangular Concrete-Filled Tubular Columns with Axial Load and Nonconstant Bending MomentJournal of Structural Engineering-asce, 138
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Experimental investigations on the thermal and mechanical behaviour of composite columns with massive steel core in fire
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FIRE BEHAVIOR OF CONCRETE FILLED CIRCULAR HOLLOW SECTION COLUMNS WITH MASSIVE STEEL CORE
Z. Tao, Zhi-bin Wang, Qing Yu (2013)
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Test on concrete filled double-skin (CHS outer and SHS inner) composite short columns under axial compression. Thin-walled Structures
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Experimental study of high strength concrete-filled circular tubular columns under eccentric loading
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Hong Huang, Lin-Hai Han, Z. Tao, X. Zhao (2010)
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CFDST stub columns subjected to large deformation axial loadingEngineering Structures, 32
Z. Tao, Lin-Hai Han, X. Zhao (2004)
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J. Liew, D. Xiong (2010)
Experimental investigation on tubular columns infilled with ultra-high strength concrete
X. Zhao, Lin-Hai Han (2006)
Double skin composite constructionProgress in Structural Engineering and Materials, 8
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Advanced model for predicting the fire response of concrete filled tubular columnsJournal of Constructional Steel Research, 66
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Z. Tao, Lin-Hai Han (2006)
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This paper presents the results of an experimental campaign in which the buckling resistance of 12 concrete‐filled dual steel columns was ascertained. Whereas some papers in the literature describe investigations into concentrically loaded stub columns with such typology, no investigations of slender columns have been found to date. The tests presented in this paper are the preliminary results of an extensive experimental campaign (28 tests) that analysed the effects of two parameters: strength of concrete (normal‐ and ultrahigh‐strength concrete) and the ratio between the thicknesses of the inner and outer steel tubes. A numerical model was also developed and validated, which helps further investigations. The buckling load of the specimens at room temperature is analysed in terms of the strength of the concrete and the appropriate distribution of the steel in the composite column. By maintaining the same total area of steel, two combinations were initially studied: ”thick outer tube–thin inner tube“ and ”thin outer tube–thick inner tube“. Finally, a discussion about the Eurocode 4 simplified method for composite columns, applied to these innovative specimens, is presented and shows unreliable results. Therefore, further tests would be needed to assess accurately the Eurocode 4 simplified method.
Steel Construction: Design and Research – Wiley
Published: Nov 1, 2016
Keywords: ; ; ; ; ; ;
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