Influence of Side Stringer to Deck Deformation of Four-Lines High-Speed Railway Cable-Stayed Bridge with Double Cable Planes

Author:

Liang Jiong1,Ye Mei Xin2

Affiliation:

1. Central South University,

2. Central South University

Abstract

Taking Beijiang Bridge as an example, using 3D finite element method, influence of side stringer to deck deformation of four-lines high-speed railway cable-stayed bridge with double cable planes is studied. The results show that the stiffness of the side stringer hardly influence the long wave of bridge deformation and the ratio of deflection to span, but significantly affects the short wave and transversal wave of the bridge deformation. The location of the side stringer influences the long wave slightly, but influences the short wave and transversal wave significantly. If the distance between the side stringer and the center of the main trusses changed, the long wave changes slightly, while the maximum short wave and transversal wave change a lot. The larger the distance, the less the transversal span of the deck and panel beams are, and the less the short wave and transversal wave are. The influence of the axial stiffness of horizontal K-shaped brace to the bridge deformation is small.

Publisher

Trans Tech Publications, Ltd.

Reference11 articles.

1. ZHANG Ye-zhi, ZHANG Min: Structure and behavior of floor system of two super high-speed railway Changjiang composite bridges. Journal of Central South University of Technology Vol. 18-2 (2011), pp.542-549.

2. GAO Zong-yu: Large-span high-speed railway bridges across Yangtze River and Yellow River. Engineering Sciences Vol. 11-1 (2009), pp.17-21 (In Chinese).

3. HOU Wen-qi, YE Mei-xin: Experiments on the mechanical characteristic of the integral steel orthotropic bridge deck with three main trusses of Nanjing Dashengguan Yangtze River Bridge. Journal of Railway Science and Engineering Vol. 5-3 (2008).

4. JIONG Liang, MEIXIN Ye: Behavior of four-line high-speed railway bridge with two main trusses and K-shaped brace. Advanced Materials Research Vol. 163-167 (2011), pp.148-152.

5. ZHANG Ye-zhi, ZHANG Min: Study on horizontal bending of crossbeams of high-speed railway stringer-crossbeam composite floor system. Journal of the China Railway Society Vol. 32-1 (2010), p.59 (In Chinese).

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