DAMAGE DETECTION STRATEGY FOR RETICULATED STRUCTURES BASED ON INCOMPLETE STRAIN MODE

被引:0
|
作者
Xu, Zhao-Dong [1 ]
Wu, Ke-Yi [1 ]
机构
[1] Southeast Univ, Key Lab C&PC Struct, Minist Educ, Nanjing 210096, Peoples R China
基金
中国国家自然科学基金;
关键词
damage detection; reticulated structure; strain responses; optimal sensor placement; SHAPE DERIVATIVES;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Damage detection based on strain responses of vibration is highly attractive for monitoring long-span reticulated structures. However, there are a lot of structure members in reticulated structures and it is impossible to install strain sensors in each member. Therefore, how to locate and quantify damages with the incomplete mode shapes obtained from few strain sensors is a challenge topic. A new strategy, named incomplete strain mode damage detection (ISMDD) strategy, is proposed in this paper. In the strategy, the distribution of the strain sensors in the reticulated structures can be optimized through sensitive analysis on strain mode perturbation matrix, which can be obtained by perturbation theory. Mode assurance criterion (MAC) value is applied in damage location, and the members with relative large MAC values are defined as damage members. In addition, damage index obtained by solving the perturbation equation is used for damage quantification. Numerical analysis on a long-span reticulated structure, including damage location and quantification for single- and multi-member damages, detection for different damage quantity, the effect analysis of sensor quantity, are performed to verify the effectiveness of the proposed ISMDD strategy. It can be shown from the analysis that the ISMDD strategy is effective in damage location and quantification for both single- and multi-member damages. And the quantity of strain sensors has effect on damage location, but has no obvious influence on damage quantification. Additionally, the anti-noise pollution ability analysis of the ISMDD strategy is carried out, which shows that the ISMDD strategy has excellent anti-noise pollution ability for both single- and multi-damaged members.
引用
收藏
页码:308 / 317
页数:10
相关论文
共 50 条
  • [1] Damage detection strategy for reticulated structures based on incomplete strain mode
    Xu Z.-D.
    Wu K.-Y.
    [J]. Acta Mechanica Solida Sinica, 2011, 24 (4) : 308 - 317
  • [2] DAMAGE DETECTION STRATEGY FOR RETICULATED STRUCTURES BASED ON INCOMPLETE STRAIN MODE
    Zhao-Dong Xu Ke-Yi Wu(Key Laboratory of C&PC Structure of the Ministry of Education
    [J]. Acta Mechanica Solida Sinica, 2011, 24 (04) : 308 - 317
  • [3] Damage Detection and Quantification of Circular Arch Structures Based on Strain Mode Data
    Nie, Zhenhua
    Zhao, Jun
    Ma, Hongwei
    [J]. ADVANCES IN STRUCTURAL ENGINEERING, PTS 1-3, 2011, 94-96 : 1120 - 1128
  • [4] Damage Detection for Space Truss Structures Based on Strain Mode under Ambient Excitation
    Xu, Zhao-Dong
    Wu, Ke-Yi
    [J]. JOURNAL OF ENGINEERING MECHANICS, 2012, 138 (10) : 1215 - 1223
  • [5] DAMAGE DETECTION BASED ON OPTIMIZED INCOMPLETE MODE SHAPE AND FREQUENCY
    Wei Chen
    Wenguang Zhao
    Huizhen Yang
    Xuquan Chen
    [J]. Acta Mechanica Solida Sinica, 2015, 28 (01) : 74 - 82
  • [6] Damage Detection Based on Optimized Incomplete Mode Shape and Frequency
    Wei Chen
    Wenguang Zhao
    Huizhen Yang
    Xuquan Chen
    [J]. Acta Mechanica Solida Sinica, 2015, 28 : 74 - 82
  • [7] DAMAGE DETECTION BASED ON OPTIMIZED INCOMPLETE MODE SHAPE AND FREQUENCY
    Chen, Wei
    Zhao, Wenguang
    Yang, Huizhen
    Chen, Xuquan
    [J]. ACTA MECHANICA SOLIDA SINICA, 2015, 28 (01) : 74 - 82
  • [8] Nondestructive damage detection of bridges based on strain mode
    Yan, PC
    Deng, Y
    [J]. IMAC-XVIII: A CONFERENCE ON STRUCTURAL DYNAMICS, VOLS 1 AND 2, PROCEEDINGS, 2000, 4062 : 1825 - 1830
  • [9] Nondestructive damage detection of bridges based on strain mode
    Yan, Puchiang
    Deng, Yan
    [J]. Proceedings of the International Modal Analysis Conference - IMAC, 2000, 2 : 1825 - 1830
  • [10] Energy Damage Detection Strategy Based on Strain Responses for Long-Span Bridge Structures
    Xu, Zhao-Dong
    Liu, Mi
    Wu, Zhishen
    Zeng, Xin
    [J]. JOURNAL OF BRIDGE ENGINEERING, 2011, 16 (05) : 644 - 652