Experimental Research on Four-Tube Concrete-Filled Steel Tubular Laced Columns

Abstract:

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By means of axial compressive and eccentric compressive tests of four Four-tube Concrete-filled Steel Tubular Laced Columns, to research the mechanical properties and failure modes of this structural without yield point. Research shows that, the failure modes of this model, as well as axial compressive short columns, have the same trend of oblique shear failure, and presenting overall bending failure under eccentric compression. The linear eccentricity takes a biggish influence on mechanical properties of laced columns.

Info:

Periodical:

Advanced Materials Research (Volumes 311-313)

Edited by:

Zhongning Guo

Pages:

2204-2207

DOI:

10.4028/www.scientific.net/AMR.311-313.2204

Citation:

B. W. Chen et al., "Experimental Research on Four-Tube Concrete-Filled Steel Tubular Laced Columns", Advanced Materials Research, Vols. 311-313, pp. 2204-2207, 2011

Online since:

August 2011

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Price:

$35.00

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