Research on Force Performance of Cable Breaking on Cable-Stayed Bridges

Xiao Long Jin; Yan Yang; Kang Qian

doi:10.4028/www.scientific.net/AMM.644-650.5061

Paper Titles

Soil Pressure Test and Numerical Analysis on Reinforced Earth Retaining Wall of Green Gabion
p.5039

The Applications of Laminated Rubber Bearing on the Seismic Control of the Continuous Beam
p.5046

Application of GM(1,1) Model Established by Moving Average Method in Stress Prediction of Rigid Frame Bridge Construction
p.5050

Study on the Shear Lag Effect of the PC Box Girder Bridge with Corrugated Steel Webs under Concentrated Loads
p.5054

Research on Force Performance of Cable Breaking on Cable-Stayed Bridges
p.5061

Study on the Nonlinear Flow Percolation Law in Low Permeability Carbonate Reservoir of HF Oilfield
p.5065

Comprehensive Evaluation of Low Permeability Sandstone Reservoir Based on Entropy-Weighting AHM
p.5071

Substance Characteristic and Formation Mechanism Analysis of Suo Duoxi Deposit
p.5077

Application of Earthquake Response Spectrum in the Ultra-High-Rise Building Design
p.5081

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 644-650Research on Force Performance of Cable Breaking on...

Research on Force Performance of Cable Breaking on Cable-Stayed Bridges

Abstract:

The cable is the important force component of the cable-stayed bridges. The primary damage of cable is the corrosion which cause cable fracture. Local cable breaking lead to bridge force redistribution and have a certain impact to the mechanical characteristics of cable-stayed bridge, which affects the safety of bridge. The finite element model of cable-stayed bridge laboratory model is set up to simulate cable breaking and analyse the structure performance changes. At the same time carry out the corresponding cable breaking experiments. The conclusions through the theoretical and experimental analysis will provide a theoretical basis for the bridge health monitoring and bridge safety operation.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 644-650)

Pages:

5061-5064

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.644-650.5061

Citation:

Cite this paper

Online since:

September 2014

Authors:

Xiao Long Jin*, Yan Yang, Kang Qian

Keywords:

Cable Breaking, Cable-Stayed Bridge, Force Characteristics, Health Monitoring

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Wentao Wang: Cable Replacement of Cable-Stayed Bridge (China Communications Press, China).

Google Scholar

[2] Yanbing Li: Research of Broken Cable Hazard for Long Scale Cable-Stayed Bridge. Master's thesis, Chongqing Jiaotong University, (2013).

Google Scholar

[3] Yaole Qu, Xuefei Shi, Xiaoxiang Li, Xin Ruan: Research on Dynamic Simulation Methodology for Cable Loss of Cable-Stayed Bridge. Structural Engineers Vol. 25(2009), pp.90-92.

Google Scholar

[4] Qing Zhao, Qiang Sun: Analysis of Influence of Cable Damage on Natural Vibration Characteristic of Cable-Stayed Bridge. Journal of Henan University (Natural Science) Vol. 40 (2010), pp.654-657.

Google Scholar

[5] Kai Xiao. Research on Design of Cable-stayed Bridge's Scale Model Based on Stiffness Similarity Theory. Master's thesis, Wuhan University of Technology, (2012).

Google Scholar