A damage localization method based on the 'jerk energy'

被引:23
作者
An, Yonghui [1 ]
Jo, Hongki [2 ]
Spencer, B. F., Jr. [3 ]
Ou, Jinping [1 ]
机构
[1] Dalian Univ Technol, Dept Civil Engn, Dalian, Peoples R China
[2] Univ Arizona, Dept Civil Engn & Engn Mech, Tucson, AZ 85721 USA
[3] Univ Illinois, Dept Civil & Environm Engn, Urbana, IL USA
基金
美国国家科学基金会; 中国国家自然科学基金;
关键词
jerk; energy; curvature; damage localization; mass-spring-damper system; shear building model; EMPIRICAL MODE DECOMPOSITION; IDENTIFICATION; BRIDGE; BEAMS; LONG; RESPONSES;
D O I
10.1088/0964-1726/23/2/025020
中图分类号
TH7 [仪器、仪表];
学科分类号
0804 ; 080401 ; 081102 ;
摘要
This paper proposes two damage localization procedures that are based on the difference in the curvature of the response 'jerk energy'. The efficacy of the proposed approaches is validated using several numerical and experimental examples, as well as compared with a previously reported damage localization method based on the fractal dimension of the response. First, a 10 degree-of-freedom mass-spring-damper system is considered to provide clear numerical validation and comparison. Single and multiple damage cases with different levels of stiffness loss, different noise levels, and different locations are considered. Then, the proposed jerk energy-based approach is experimentally validated using a laboratory-scale six-story shear building model. Both the experimental and numerical results indicate that both the presented procedures can locate damage effectively; moreover, they perform well in the presence of noise and are model free, which provides a good foundation for engineering applications.
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页数:13
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