Behaviour Analysis of Prestressed Concrete Deck-Tied Arch Bridge

Yi Qiang Xiang; Li Chang Zhang; Qiang Qiang Wu

doi:10.4028/www.scientific.net/AMR.671-674.952

Paper Titles

Nonlinear Inelastic Buckling Behavior and Residual Strength of H-Section Steel Column
p.927

The Study on Bearing Capacity of Concrete-Filled Double Skin Steel Tubular Columns of Octagon Section under Axial Compression
p.936

Current Situation of Research on CFST and SRC
p.940

3D Temperature Field Prediction and Experiment Verification of Concrete Diaphragm of Box-Girder Bridge in Early Hardening Period
p.947

Behaviour Analysis of Prestressed Concrete Deck-Tied Arch Bridge
p.952

Comparison of Temperature Gradient Effect on Curved Concrete Box Girder Based on Different Codes
p.957

Design of an Extra-Long Railway Overpass Bridges Construction Supporting Frame with Combat Readiness Equipments
p.962

Evaluation of Stress Intensity Factor Range in the Prediction of Fatigue Crack Growth at Rib-to-Deck Welded Joints of Orthotropic Steel Decks
p.969

Finite Element Analysis on Incremental Launching Construction for Steel Box Girder
p.974

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674Behaviour Analysis of Prestressed Concrete...

Behaviour Analysis of Prestressed Concrete Deck-Tied Arch Bridge

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.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

952-956

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.952

Citation:

Cite this paper

Online since:

March 2013

Authors:

Yi Qiang Xiang, Li Chang Zhang, Qiang Qiang Wu

Keywords:

Analysis, Behaviour, Bridge Engineering, Deck-Tied Arch Bridge, Prestressed Concrete

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

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

Google Scholar

[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).

Google Scholar

[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).

Google Scholar

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

Google Scholar

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

Google Scholar

[6] The Ministry of Transportation and Communications: Guideline for Highway Cable-stayed Bridge, JTG／T D65-01-2007 (In Chinese).

Google Scholar

[7] Xinsheng Wang, Yusheng Xin, Highway Traffic Technology (application technology version), (2009) No. 1, p.129(In Chinese).

Google Scholar

[8] The Ministry of Transportation and Communications: Highway Reinforced Concrete and Prestressed Concrete Bridge and Culvert Design Specifications. JTG D62-2004(China Communications Press, China, 2004) (In Chinese).

Google Scholar

[9] The Ministry of Transportation and Communications: General Code for Design of Highway Bridge and Culvert. JTG D60-2004(China Communications Press, China, 2004) (In Chinese).

Google Scholar

[10] The Ministry of Transportation and Communications: Code for Design of Ground Base and Foundation of Highway Bridge and Culvert. JTG D63-2007(China Communications Press, China, 2007) (In Chinese).

Google Scholar