Strain Analysis of Four-Tube Concrete-Filled Steel Tubular Columns-Reference-Cited by-同舟云学术

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Strain Analysis of Four-Tube Concrete-Filled Steel Tubular Columns

Published:2012-05 Issue: Volume:166-169 Page:2906-2909
ISSN:1662-7482
Container-title:Applied Mechanics and Materials
language:
Short-container-title:AMM

Author:

Chen Bo Wang¹,He Ran¹,Cao Yan²

Affiliation:

1. Hunan City University

2. Hunan Science and Technology University

Abstract

By means of axial compressive and eccentric compressive tests of four Four-tube Concrete-filled Steel Tubular Laced Columns, to research the strain modes of these columns without yield point. Longitudinal strain and the hoop strain of column limbs, the Poisson ratio of combination of materials have been obtained.

Publisher

Trans Tech Publications, Ltd.

Link

https://www.scientific.net/AMM.166-169.2906.pdf

Reference4 articles.

1. Bode H. Columns of steel tubular sections filled with concrete-design and application [J]. Achier Stahl Steel, 1973, 11-12: 388-393.

2. Furlong R W. Columns rules of ACI, SSLC, and LRGD compared [J]. Journal of Structural Division, ASCE, 1983, 109(10): 2375-2386.

3. Gardner J, Jacobson E R. Structural behavior of concrete filled steel tubes [J]. ACI Structural Journal, 1967, 64(7): 404-413.

4. Neoga P K, Sen. H K, Chapman J C. Concrete filled tubular steel columns under eccentric loading [J]. The Structural Engineer, 1969, 47(5): 187-195.

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