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基于局部静力测试的约束子结构修正法  ( EI收录)   被引量:9

Isolated substructure model updating based on local static test

文献类型:期刊文献

中文题名:基于局部静力测试的约束子结构修正法

英文题名:Isolated substructure model updating based on local static test

作者:杨秋伟[1];刘济科[2];李翠红[1]

机构:[1]绍兴文理学院土木工程系;[2]中山大学应用力学与工程系

年份:2012

卷号:31

期号:9

起止页码:39

中文期刊名:振动与冲击

外文期刊名:Journal of Vibration and Shock

收录:CSTPCD、、北大核心2011、EI(收录号:20122715200240)、Scopus(收录号:2-s2.0-84862996369)、CSCD2011_2012、北大核心、CSCD

基金:浙江省自然科学基金项目(Y1110949);绍兴市科技计划重点项目(2010A23006);浙江省优秀青年教师资助计划;国家自然科学基金(10772202);广东省自然科学基金(9151027501000014)

语种:中文

中文关键词:模型修正;损伤识别;子结构;柔度

外文关键词:model updating; damage identification; substructure; flexibility

中文摘要:针对局部子结构为修正对象的情况,提出只利用整体结构中局部子结构部分的静力位移即可精确修正子结构模型的约束子结构方法。首先利用静力测试获得局部子结构所对应的局部柔度矩阵,通过在子结构边界处施加虚拟固定支座,把子结构从整体结构中隔离出来成为约束子结构,同时构造出该约束子结构相应的柔度矩阵。然后利用柔度扰动新方法优化修正约束子结构,即等同于修正相应的子结构模型,从而可对该子结构的损伤状况作出评估。以一个平面桁架结构为例对所提方法进行了验证。结果表明,所提方法合理可靠,计算简单快捷且精度良好。

外文摘要:For large-scale structures,measurement and identification of the whole structure are very difficult and the accuracy of the estimates is rarely reliable.In general,only some local substructure model is important and it is not necessary to update the whole structure.From such a viewpoint,the isolated substructure method for model updating and damage detection was introduced.It aims at updating local substructure element stiffness by using the static response at the corresponding substructure location of the whole structure.First,the isolated substructure was formed by applying virtual fixed supports(numerically and not physically) on the substructure boundaries to obtain the local flexibility matrix of the isolated substructure.Then a new flexibility perturbation method was used to modify the model of the isolated substructure,which can accurately compute the stiffness modification coefficients only by simple computation without any higher-order approximation or iteration.A plane truss structure was analyzed as a numerical example to verify the presented method.The results show that the substructure can be updated successfully by using the static displacement response at the corresponding substructure location even with 3% noise.

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