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《Sichuan Building Science》 2010-01
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Numerical and experiment research on tri-component force coefficient of bridge decks with streamlined section

TONG Pang1,YAO Yong1,YANG Jiong2,LI Xue1(1.Civil Engineering College,Southwest University of Science and Technology,Mianyang 621002,China;2.China Aerodynamics Research and Development Center,Mianyang 621000,China)  
It is able to get the distribution of pressure,velocity and various aerodynamic parameters while researching on the attribution of wind field around the bridge with Computational Fluid Dynamics method.Serevel streamlined section bridge decks with different aerodynamic configuration was used to extract the tri-component force coefficient in different attack angle by CFD method.Compare with the resule of wind tunnel test,the reliability and feasibility of the CFD method is certificated.Meanwhile,accroding to study the change of the pressure and velocity in wind field,the trend of tri-component force coefficient,which influenced by aerodynamic configuration of bridge decks,can be obtained.
【CateGory Index】: U441.2
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【Citations】
Chinese Journal Full-text Database 1 Hits
1 DENG Wen GE Yao-jun CAO Feng-chan;Influence of Turbulence Models in Numerical Identification of Aerostatic Force for Box Section Girder Bridge[J];Shanghai Highways;2006-04
【Co-citations】
Chinese Journal Full-text Database 2 Hits
1 HU Sai-long,GUO Wen-hua(School of Civil Engineering & Architecture,Central South University,Hunan Changsha 410075,China);Aerodynamic Characteristics of High-Speed Vehicle and Bridge in the Crosswind[J];Journal of Chongqing Jiaotong University(Natural Science);2009-06
2 LIU Yue,CHEN Zheng-qing,ZHANG Zhi-tian (Wind Engineering Research Center,Hunan University,Changsha 410082,China);CFD numerical simulation for aerostatic coefficients of a box girder section[J];Journal of Vibration and Shock;2010-01
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