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Axial capacity of circular concrete-filled steel tube columns

1 LMSS Laboratory, Civil engineering Department, Route de Ain El Bey 25000 Constantine University, Route de Ain El Bey 25000 Constantine Algeria
2 Civil Engineering Department, Djelfa University, Algeria

World Journal of Engineering

ISSN: 1708-5284

Article publication date: 14 September 2011

Abstract

In this article, we present an analysis of the axial compression behavior of thin circular tube columns filled with concrete. Experimental study was conducted by using one concrete composition and two lengths of columns. Thirteen columns were tested in axial compression. A comparison of experimental results with Algerian design codes DTR-DC, AIJ, DL/T and the empirical equations from the literature was performed. The analysis results for the thin tube show that the axial capacity in compression is underestimated by the DTR-DC. However, DL/T and AIJ codes are in agreement with test results. The results of empirical equations give different results depending on the length columns and section type.

Keywords

Citation

Mimoune, M., Mimoune, F. and Youcef, M. (2011), "Axial capacity of circular concrete-filled steel tube columns", World Journal of Engineering, Vol. 8 No. 3, pp. 237-244. https://doi.org/10.1260/1708-5284.8.3.237

Publisher

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Emerald Group Publishing Limited