Structure Calculation of Die Carrier and Determination of Pre-Camber of Main Girder of Cable Stayed Bridge

Hong Yu Xu; De Yong Cui; Cong He

doi:10.4028/www.scientific.net/AMR.919-921.598

Paper Titles

Optimal Design of Suspension Bridge Based on Minimization of Life Cycle Cost
p.577

Research on Mechanical Behavior of Box Girder with Corrugated Steel Webs of Cable Stayed Bridge
p.583

Research on the Wave Load Effect Based on Time History Analysis of Donghai Island Bridge
p.587

Risk Prevention Measures for Three-Tower and Four-Span Suspension Bridge under Vehicle Fire
p.590

Structure Calculation of Die Carrier and Determination of Pre-Camber of Main Girder of Cable Stayed Bridge
p.598

Study on Nonlinear Structural Behaviors of Steel and Concrete Composite Slab
p.602

The Key Technologies Research in Demolition Construction of Liuxi River Bridge
p.607

The Local Stress Analysis of Slide Beam Taking into Account the Roughness of Girder Undersurface
p.615

Bridge Pavla Wonky in Pardubice. Diagnostics of Corrosion Condition of External Cables and Use of Special Materials for Proposal of Treatment
p.619

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 919-921Structure Calculation of Die Carrier and...

Structure Calculation of Die Carrier and Determination of Pre-Camber of Main Girder of Cable Stayed Bridge

Abstract:

Based on the cable stayed bridge on Zhenshui Road in Xinmi City, structure calculation of die carrier and determination of construction pre-camber of its main girder were studied. Using the finite element method, the deformation of die carrier was calculated under the prepressing condition of supporting structure by ANSYS software. Considering the main influence factors, the calculated construction pre-camber was obtained and the construction pre-camber was determined. The comparison between the calculated camber and the actual measured camber of main girder was accomplished. It showed that the error was very small. This study shows that according to the calculated pre-camber, the determination of construction pre-camber is more reasonable. The linear control of main girder can attain excellent engineering effect. It has certain guiding significance for designing similar bridge to determinate the construction pre-camber of main girder.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 919-921)

Pages:

598-601

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.919-921.598

Citation:

Cite this paper

Online since:

April 2014

Authors:

Hong Yu Xu*, De Yong Cui, Cong He

Keywords:

Cable-Stayed Bridge, Determination of Pre-Camber, Die Carrier Prepressing, Finite Element Method (FEM)

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Y. Li, D.H. Yan, X.W. Li, Research on the reasonable finished dead state of concrete cable-stayed bridge, Journal of Chongqing Jiaotong University(Natural Science). 27 (2008) 1017-1019. (in Chinese).

Google Scholar

[2] W.M. Yan, Z. Zhang, Y.J. Chen, Method of cable tension controlling in the long-span cable-stayed bridge, J. Journal of Chongqing Jianzhu University. 32 (2010) 130-134. (in Chinese).

Google Scholar

[3] Y.S. Zhang, S.S. Cao, Research on linear control of continuous steel structure bridge, Journal of China & Foreign Highway. 26 (2006) 83-86. (in Chinese).

Google Scholar

[4] H.B. Xie, Steel pipe support preloading and prestressing camber setting, Journal of Highway. 9 (2010) 132-137. (in Chinese).

Google Scholar