Study and Model Test on the Anchorage Area for Chongqing Jiayue Bridge’s PC Box Girder

Shu Hong Sun; Xue Song Zhang; An Bang Gu

doi:10.4028/www.scientific.net/AMR.243-249.1597

Paper Titles

Sensitivity Study on Damage Indexes of Cable-Stayed Bridges
p.1573

Large Eddy Simulation of Aerodynamic Forces on a Bridge Pylon
p.1578

Prediction Models of Shrinkage and Creep for Concrete Columns
p.1583

Study on Temperature Field and Construction Monitoring of Hydration Heat of Railway Cable-Stayed Bridge Pile Cap
p.1589

Study and Model Test on the Anchorage Area for Chongqing Jiayue Bridge’s PC Box Girder
p.1597

Test on Grouting Reinforcing Technique of Bridge Abutment Bump in Express Way
p.1605

Non-Stationary Random Vibration of the Bridge-Vehicle Coupled System
p.1610

Numerical Simulation of Vibration of Highway Cable-Stayed Bridge with Steel Arch Tower due to Moving Vehicle Loads
p.1614

Analysis of Static Load Tests for a Simple-Support Prestressed Bridge
p.1621

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Study and Model Test on the Anchorage Area for...

Study and Model Test on the Anchorage Area for Chongqing Jiayue Bridge’s PC Box Girder

Abstract:

The research work is described about the numerical analysis and reduced scale prototype model test of Chongqing Jiayue Bridge’s PC beam, which has some special structure details. The structure’s practicality of the PC box girder’s anchorage is demonstrated through computing, at the same time, the security of the anchorage undertaking kiloton force is experimented by test. Some conclusions and suggestions are drowning through such research work which are helpful to design and construction.

You might also be interested in these eBooks

Advances in Civil Engineering and Architecture

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

1597-1604

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.1597

Citation:

Cite this paper

Online since:

May 2011

Authors:

Shu Hong Sun, Xue Song Zhang, An Bang Gu

Keywords:

Cable-Girder Anchorage Area, Cracking Load, Extra-Dosed Bridge, Long Cantilever Concrete Box Girder, Model Test, Shear Lag, Stress Concentration

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Fathy A. Saad,Extradosed Bridges[R], Ain Shams University, Egypt, 2004.

Google Scholar

[2] Mathivat: Recent development in prestressed concret bridge (Fip note, 1989).

Google Scholar

[3] Marcos P. Loizias: Recent developments in concrete cable-stayed bridges in the United States[A]. IABSE: Conference on Cable-supported Bridges-Challenging Technical Limits [C]. Seoul Korea. June 2001.

DOI: 10.2749/222137801796349619

Google Scholar