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润扬大桥斜拉桥结构安全评估的有限元建模与修正
引用本文:丁幼亮,李爱群,韩晓林,缪长青,汪永兰.润扬大桥斜拉桥结构安全评估的有限元建模与修正[J].东南大学学报(自然科学版),2006,36(1):92-96.
作者姓名:丁幼亮  李爱群  韩晓林  缪长青  汪永兰
作者单位:东南大学土木工程学院,南京,210096
基金项目:中国科学院资助项目,中国科学院资助项目,高校科技创新工程项目
摘    要:通过对润扬长江公路大桥斜拉桥的有限元建模和模型修正过程,探讨了大跨桥梁结构以损伤预警、损伤识别与安全评估为目标的有限元建模策略.根据斜拉桥桥面系的特点和安全评估的要求,建立并修正了三维精细有限元模型,动力特性分析结果与实测结果的对比证实该有限元模型的正确性和可靠性.探讨了正交异性桥面系的有限元模拟方法,并以损伤预警与损伤识别为目标建立了简化有限元模型.与精细模型的动力特性对比表明,该模型可作为结构损伤预警与损伤识别分析的有限元模型.

关 键 词:斜拉桥  动力特性  有限元模拟  模型修正  安全评估
文章编号:1001-0505(2006)01-0092-05
收稿时间:06 24 2005 12:00AM
修稿时间:2005-06-24

Finite element modeling and updating of safety evaluation for Runyang cable-stayed bridge
Ding Youliang,Li Aiqun,Han Xiaolin,Miao Changqing,Wang Yonglan.Finite element modeling and updating of safety evaluation for Runyang cable-stayed bridge[J].Journal of Southeast University(Natural Science Edition),2006,36(1):92-96.
Authors:Ding Youliang  Li Aiqun  Han Xiaolin  Miao Changqing  Wang Yonglan
Institution:College of Civil Engineering, Southeast University, Nanjing 210096, China
Abstract:The finite element(FE) modeling for the purpose of damage alarming,damage identification and safety evaluation are discussed with respect to the FE modeling and model updating of Runyang Cable-stayed Bridge.According to the characteristics of the steel deck and requirements of safety evaluation,the three-dimensional elaborate FE model is established and modified.The comparisons between the field measurement results and the dynamic properties of the FE model prove the FE model to be correct and reliable.The FE simulation method of the orthotropic steel deck is discussed,on the basis of which the simplified FE model is established for the purpose of structural damage alarming and identification.The comparisons of dynamic properties between the elaborate model and simplified model validate the effectiveness of the FE simplified simulations of the orthotropic steel deck.
Keywords:cable-stayed bridge  dynamic property  finite element modeling  model updating  safety evaluation
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