Research on the Load Distribution Coefficient of Cable-Stayed Bridge with Long Cantilever Structure Based on Full-Scale Test

Xiao Zhen Li; Hong Duan; Heng Li; Wei Ye; Xiao Han Liu

doi:10.4028/www.scientific.net/AMR.594-597.1590

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Research on the Load Distribution Coefficient of...

Research on the Load Distribution Coefficient of Cable-Stayed Bridge with Long Cantilever Structure Based on Full-Scale Test

Abstract:

This paper is focused on the load distribution problem, which is especially concerned in design phase, for a long cantilever steel-concrete composite cable-stayed bridge with single tower and single cable plane. A large scale full-scale test is performed to make a systematical study on the load distribution coefficient under different conditions. A refined finite element model is gained by FEM software ANSYS to obtain the theoretical results, which are compared with measured data in model test. Finally, a suggested value of the coefficient is drawn through the test result.

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Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

1590-1594

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.1590

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Online since:

November 2012

Authors:

Xiao Zhen Li, Hong Duan, Heng Li, Wei Ye, Xiao Han Liu

Keywords:

Finite Element Analysis (FEA), Load Distribution Coefficient, Long Cantilever, Model Test

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References

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