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Aerodynamic performance analysis of wind-sand flow on suspension bridge suspender cables

Authors :
Li, Shengli
Wang, Feng
An, Yonghui
Zheng, Shunyun
Li, Shengli
Wang, Feng
An, Yonghui
Zheng, Shunyun
Source :
Vibroengineering PROCEDIA, Vol. 5, 2015, p. 537-541.; 2345-0533; 2538-8479
Publication Year :
2015

Abstract

With the deterioration of global climate and environment, the phenomenon of wind-sand flow frequently occurs in many regions. Suspension bridge suspender cables suffer corrosion and impact from wind-sand flow. The riding-type suspender cable with four strands which is commonly used in suspender cables of long-span suspension bridges is taken as an example to investigate the influence of wind-sand flow on the suspender cables. The wind-sand flow field around the suspender cables of a long-span suspension bridge is simulated within the FLUENT software on the basis of the numerical simulation of computational fluid dynamics. The forces produced by the wind-sand flow on the suspender cables are analyzed from the simulation, and then the numerical results and the calculated results based on a theoretical equation which was used to obtain the pressure on a building in a wind-sand area are compared together. Results show there are big differences between them. The reasons will be investigated in future research, and finally a new suitable theoretical equation for the pressure of wind-sand flow on suspender cables will be proposed.

Details

Database :
OAIster
Journal :
Vibroengineering PROCEDIA, Vol. 5, 2015, p. 537-541.; 2345-0533; 2538-8479
Notes :
English
Publication Type :
Electronic Resource
Accession number :
edsoai.on1317517078
Document Type :
Electronic Resource