基于静动力测试的混凝土T形梁有限元模型修正Finite element model updating of concrete T-beams based on static and dynamic testing
徐恒志;刘才玮;苗吉军;肖建庄;张铭良;
摘要(Abstract):
为建立适用于混凝土T形梁的有限元模型,以钢筋混凝土T形简支梁为研究对象,利用联合静动力的有限元模型修正方法对混凝土T形叠合梁进行模型修正.首先利用ANSYS建立混凝土T形简支梁有限元模型,根据工程经验初选混凝土弹性模量等待修正参数.构造实测响应与相应响应差值的目标函数,通过灵敏度分析,筛选待修正参数并设定待修正参数取值区间,在区间内选取5组随机的参数值作为"试验"模型,利用联合静动力的修正方法对参数进行迭代修正,修正后模型的静动力响应计算值与"试验"值吻合较好.在简支梁的基础上,将此修正方法推广到三跨连续梁,修正结果良好,验证了该方法的适用性和准确性.
关键词(KeyWords): 钢筋混凝土;有限元模型修正;联合静动力测试;钢筋混凝土T形梁
基金项目(Foundation): 国家自然科学基金资助项目(51608289);; 中国博士后基金资助项目(2018M632640);; 山东省博士后创新项目(2019057);; 青岛市博士后应用研究项目(2018103);; "山东省"双一流"建设工程-土木"资助项目
作者(Author): 徐恒志;刘才玮;苗吉军;肖建庄;张铭良;
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参考文献(References):
- [1]梁鹏,李斌,王秀兰,等.基于桥梁健康监测的有限元模型修正研究现状与发展趋势[J].长安大学学报(自然科学版),2014,34(4):52-61.LIANG Peng,LI Bin,WANG Xiu-lan,et al.Present research status and development trend of finite element modei updating based on bridge health monitoring[J].Journal of Chang′an University(Natural Science Edition),2014,34(4):52-61.(in Chinese)
- [2]刘宇飞.基于模型修正与图像处理的多尺度结构损伤识别[D].北京:清华大学,2015.LIU Yu-fei.Multi-scale structural damage assessment based on model updating and image processing[D].Beijing:Tsinghua University,2015.(in Chinese)
- [3] WENG S,XIA Y,XU Y L,et al.Substructure based approach to finite element model updating[J].Computers and Structures,2011,89:772-782.
- [4] XIA Y,WENG S,XU Y L.A substructuring method for model updating and damage identification[J].Procedia Engineering,2011,14:3095-3103.
- [5]赵崇基,张巍,刘志华,等.基于动力测试的混凝土连续梁桥有限元模型修正[J].广西大学学报,2016,41(4):1264-1270.ZHAO Chong-ji,ZHANG Wei,LIU Zhi-hua,et al.Finite element model updating on continuous concrete girder bridge based on dynamic test[J].Journal of Guangxi University,2016,41(4):1264-1270.(in Chinese)
- [6]向天宇,赵人达,蒲黔辉,等.基于静力测试数据的装配式混凝土简支梁有限元模型修正[J].公路交通科技,2006,23(10):79-82.XIANG Tian-yu,ZHAO Ren-da,PU Qian-hui,et al.Updating of prefabricated simply supported beam FE model based on static measurement[J].Highway Transportation Technology,2006,23(10):79-82.(in Chinese)
- [7]邓苗毅,任伟新,王复明.基于静力响应面的结构有限元模型修正方法[J].实验力学,2008,23(2):103-109.DENG Miao-yi,REN Wei-xin,WANG Fu-ming.Steucture finite element model(FEM)updating based on static-load response surface methodology[J].Journal of Experimental Mechanics,2008,23(2):103-109.(in Chinese)
- [8]邬晓光,刘英,冯宇,等.基于动态系数的静动力有限元模型修正研究[J].铁道科学与工程学报,2017,14(3):543-551.WU Xiao-guang,LIU Ying,FENG Yu,et al.Research on static and dynamics finite element model updating method based on dynamic coefficient[J].Journal of Railway Science and Engineering,2017,14(3):543-551.(in Chinese)
- [9]彭涛,田仲初,张建仁,等.基于多目标优化的混凝土斜拉桥静动力有限元模型修正[J].振动与冲击,2018,37(21):108-116.PENG Tao,TIAN Zhong-chu,ZHANG Jian-ren,et al.Static and dynamic finite element model updating for a concrete cable-stayed bridge based on multi-objective optimization[J].Journal of Vibration and Shock,2018,37(21):108-116.(in Chinese)
- [10]黄绪宏.基于有限元模型修正的混凝土梁火灾下振动分析与试验研究[D].青岛:青岛理工大学,2018.HUANG Xu-hong.Vibration analysis and experimental study of concrete beams under fire based on finite element model updating[D].Qingdao:Qingdao University of Technology,2018.(in Chinese)
- [11]夏樟华.基于静动力的桥梁结构有限元模型修正[D].福州:福州大学,2006.XIA Zhang-hua.Dynamic and static-based finite element model updating of bridge structures[D].Fuzhou:Fuzhou University,2006.(in Chinese)