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Strategic Study of CAE >> 2012, Volume 14, Issue 11

Design and analysis for health-diagnosis-oriented test model of cable stayed bridge

1. School of Civil Engineering, Hunan University, Changsha 410082;

2. Bureau of Public Utilities of Huizhou Municipality, Huizhou, Guangdong 516001, China

Funding project:国家自然科学基金项目(51078134) Received: 2012-04-15 Available online: 2012-11-05 11:17:00.000

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Abstract

Taking the Hesheng Bridge as the prototype, a health-diagnosis-oriented concrete cable-stayed model bridge was designed and made with a scale of 1∶15 based on similarity theory, problems and solutions were analyzed in model design process. The initial finite element model(FEM) of prototype and model bridge were established and the baseline FEM were computed after model updating. The static and dynamic characteristic similarity of the model and prototype bridge was analyzed at undamaged and damage states. The results show that after a variety of simplifications and treatments, the static and dynamic characteristic and damage characteristic of model and prototype bridge still have a good similarity. The method can provide a reference for the model design of concrete cable stayed bridge.

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References

[ 1 ] 刘自明,桥梁结构模型试验研究[J].桥梁建设,1999(4);1-7. link1

[ 2 ] 颜东煌,田仲初,陈常松,等,岳阳洞庭湖大桥三塔斜拉桥全桥静动力模型设计[J].长沙交通学院学报,1999,15(1);50-54. link1

[ 3 ] 陈常松,颜东煌,田仲初,等,岳阳洞庭湖大桥模型动力相似理论分析[J],桥梁建设,2002(1):48-50. link1

[ 4 ] 赵翔,拉索损伤对斜拉桥结构性能影响的研究[D].南京:东南大学博士论文,2005. link1

[ 5 ] 孙宗光,石 健,粟燕娜,面向健康诊断的悬索桥试验模型设计与分析[J].工程力学,2008,25(1);192-195. link1

[ 6 ] 项贻强,吴孙亮,段元锋,基于刚度相似原理的斜拉桥模型设计方法[J]实验力学,2010,25(4):438-444. link1

[ 7 ] 杨俊杰,相似理论与结构模型试验[M].武汉:武汉理工大学出版社,2005.

[ 8 ] WilsonJC,W Gravelle.Modelling of a cable-stay ed bridge for dynamic analysis[J].Earthquake Eng ineering and Structural Dy namics,1991,20(8):707-721, link1

[ 9 ] Motteshead J,Friswell M.Model updating in smuctural dynam-ics:a survey[J].Journal of Sound and Vibration,1993,167(2):347-375 link1

[10] 方 志,唐盛华,张国刚,等,基于多状态下静动态测试数据的斜拉桥模型修正[J].中国公路学报,2011,24(1):34-41. link1

[11] Pandey A K,Biswas M.Damage detection in structures using changes in flexibility[J].Journal of Sound and Vibration,1994,169(1):3-17. link1

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