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基于准静态广义影响线的有限元模型修正方法在简支T梁桥中的运用研究
引用本文:唐光武,廖敬波,张又进,刘会耕.基于准静态广义影响线的有限元模型修正方法在简支T梁桥中的运用研究[J].公路交通技术,2013(6):42-46.
作者姓名:唐光武  廖敬波  张又进  刘会耕
作者单位:[1]桥梁工程结构动力学国家重点实验室,重庆400067 [2]招商局重庆交通科研设计院有限公司,重庆400067
基金项目:交通部西部交通建设科技项目(2004318874020);国家973项目(2012CB723807)
摘    要:阐述基于准静态广义影响线的有限元模型修正方法的基本理论,并将其成功运用于长寿长江大桥南引桥的静载试验中。研究结果表明,用修正后的有限元模型对长寿长江大桥南引桥的静载试验进行模拟分析,其模拟预测值与实测值比较吻合,说明本方法在静载试验中运用的可行性。

关 键 词:实测静态广义影响线  桥梁结构静载试验  有限元模型修正方法  简支T梁桥

Application Research on Correction Method for Finite Element Model in Simply Supported T-Beam Bridges Based on Quasi-static Generalized Influence Line
TANG Guangwu LIAOJingbo,ZHANG Youjin,LIU Huigeng.Application Research on Correction Method for Finite Element Model in Simply Supported T-Beam Bridges Based on Quasi-static Generalized Influence Line[J].Technology of Highway and Transport,2013(6):42-46.
Authors:TANG Guangwu LIAOJingbo  ZHANG Youjin  LIU Huigeng
Institution:TANG Guangwu LIAOJingbo , ZHANG Youjin, LIU Huigeng
Abstract:This paper expatiates the basic theory of correction method for finite element model based on quasi-static generalized influence line and applies it to static load test of Southern Approach Bridge of Changshou Yangtze River Bridge successfully. The result of research shows that the simulated and predicted value matches the measured value better after simulation analysis for static load test of Southern Approach Bridge of Changshou Yangtze River Bridge by means of the modified finite element model, showing the feasibility of this method when applied in static load test.
Keywords:measured generalized influence line  static test of bridge structure  correction method forfinite element model  simply supported T-beam bridge
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