Behaviour Analysis of Prestressed Concrete Deck-Tied Arch Bridge

Author:

Xiang Yi Qiang1,Zhang Li Chang1,Wu Qiang Qiang1

Affiliation:

1. Zhejiang University

Abstract

The prestressed concrete deck-tied arch bridge doesn’t only have a long span, good appearance and economy, but also have the characteristics of low requirements to the foundation. It changes traditional tied arch bridge into deck-tied arch bridge, which looks like sunflower-shaped arch and prestressed steel strands are embedded in box girder on the top of the arch. Taking Yingbin Bridge as engineering background, the reasonable analysis model was established and behaviour of the bridge under design load was analyzed. The results shown that the design project is reasonable, prestressing force embedded in box girder can balance horizontal thrust in arch bridge effectively, improving the internal force of the main arch ring.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference10 articles.

1. Wenjin Huang, Guihan Peng and Baochun Chen: Journal of Fuzhou University(natural science edition), Vol. 32(2004) No. 2, p.190(In Chinese).

2. Shuai Huang: Research on Mechanical Behavior of through Steel Box Rib Tied Arch Bridge (M.E., Chang'an University China 2010), p.10. (In Chinese).

3. Shulei Xu: Double-track Railways Steel Box Frame through Arch Bridge, Mechanical characteristics analysis and the experimental research(M.E., Central South University China 2010), p.8. (In Chinese).

4. Jujun Wu, Lezhang Wu, and Linjiang Zhao, World Bridges, (2006) No. 1, p.17 (In Chinese).

5. The Ministry of Construction:The Standard of Loadings for The Municipal Bridge Design CJJ77 -98, (In Chinese).

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