中国机械工程2012，Vol.23Issue(7)：790-793,4.
基于灰并联模态柔度曲率差的梁结构损伤识别
Damage Identification of a Beam-type Based on Grey Relation Modal Flexibility Curvature Difference（GMFCD）
王天辉 1马立元 1贾继文 2李世龙1
作者信息
- 1. 军械工程学院,石家庄050003
- 2. 酒泉卫星发射中心,酒泉732750
- 折叠
摘要
Abstract
The damages of a substructure were identificated by the proposed identification method.Numerical simulation examples indicate that the damage location and severity in structures,with single damage or multiple ones,can be detected efficiently by GMFCD through only a few of the lower order modal parameters.Compared to the aforementioned flexibility indicators,such as the change in flexibility,flexibility differential curvature method,the effectiveness and advantages of GMFCD are shown.关键词
损伤识别/柔度矩阵/模态柔度曲率差/灰并联Key words
damage identification/flexibility matrix/modal flexibility curvature difference(MFCD)/gray relation分类
建筑与水利引用本文复制引用
王天辉,马立元,贾继文,李世龙..基于灰并联模态柔度曲率差的梁结构损伤识别[J].中国机械工程,2012,23(7):790-793,4.
