Ductility of Concrete-Filled Steel Box Columns with Binding Bars Subjected to Axial Compression

Abstract:

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Ductility of concrete-filled steel box columns with binding bars and those without binding bars were discussed based on the experimental study. Two current methods were used to assess the ductility of concrete-filled steel box columns with binding bars and those without binding bars. Results show that binding bars can increase ductility of concrete-filled steel box columns. Ductility of concrete-filled steel box columns with binding bars at closer spacing is considerably better than that of concrete-filled steel box columns without binding bars.

Info:

Periodical:

Advanced Materials Research (Volumes 255-260)

Edited by:

Jingying Zhao

Pages:

2584-2587

DOI:

10.4028/www.scientific.net/AMR.255-260.2584

Citation:

Y. L. Long and J. Cai, "Ductility of Concrete-Filled Steel Box Columns with Binding Bars Subjected to Axial Compression", Advanced Materials Research, Vols. 255-260, pp. 2584-2587, 2011

Online since:

May 2011

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Price:

$35.00

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