The Practice of Concrete Filled Steel Tube Piers to Bridges: A Review

Author:

Ou Zhi Jing1

Affiliation:

1. Fujian University of Technology

Abstract

Due to the small section dimension, high compressive strength, large stiffness, and excellent deformation capacity, the use of concrete filled steel tube (CFST) piers is attractive, especially to high-pier and super-high-pier bridges located in mountains. This paper reviews available information concerning the application and development of CFST piers. Three bridge examples are then introduced, while the structural design and the construction methods of CFST column piers are described in detail. Furthermore, main parameters of CFST piers, such as slenderness ratio and material strength are concluded. Finally the future research direction of CFST column piers is viewed.

Publisher

Trans Tech Publications, Ltd.

Reference13 articles.

1. H. Zang, Z. Liu . Engineering Science, Vol. 9( 2007) , p.71(in chinese).

2. H. Zang Y.M. Tu . China Municipal Engineering, (2010),p.34(in chinese).

3. Linhai Han. The concrete filled steel tubular structures from theory to practice.(Science press, Beijing, 2004).(in Chinese).

4. Shantong Zhong. The concrete filled steel tubular structures.(Tsinghua university press, Beijing, 2003).(in Chinese).

5. Baochun Chen. Examples of concrete filled steel tubular arch bridges (2) . (China communication press, Beijing 2008).(in Chinese).

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