Comparison and improvements of two damage identification methods based on modal strain energy

被引:0
作者
Wu, H. S. [1 ]
Sun, L. M. [1 ]
机构
[1] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
来源
SENSORS AND SMART STRUCTURES TECHNOLOGIES FOR CIVIL, MECHANICAL, AND AEROSPACE SYSTEMS 2011 | 2011年 / 7981卷
关键词
Damage Identification; Modal Strain Energy; Stubbs Damage Index; Model Updating; STRUCTURAL DAMAGE; FRAME STRUCTURES; LOCALIZATION; BRIDGE;
D O I
10.1117/12.881048
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Damage identification still remains a challenging but critical task in structural health monitoring field though many algorithms have been proposed in the past decades. Among them, methods based on elemental modal strain energy (MSE) change between pre- and post-damage are promising ones owing to their precision and robustness according to the studies conducted in the literature. Stubbs damage index method (SDIM) and Modal strain energy change ratio (MSECR) method are two representative approaches because of their different but original assumptions, having attracted considerable attention and thus been continuously improved by researchers. In this paper their efficiencies of damage localization and quantification in single-and multi-damage scenarios are compared through numerical study. Results show that, in general, MSECR method performs better than SDIM, especially in damage quantification. Theoretical discussion and improvements for SDIM are proposed and verified.
引用
收藏
页数:10
相关论文
共 26 条