Damage identification of simply support beam based on strain energy information entropy

被引:1
|
作者
Xiang, C. S. [1 ]
Li, L. Y. [1 ,2 ]
Dang, C. [1 ,2 ]
Zhou, Y. [1 ,2 ]
机构
[1] Lanzhou Univ Technol, Sch Civil Engn, Lanzhou, Peoples R China
[2] Anhui Jianzhu Univ, Coll Civil Engn, Hefei, Peoples R China
关键词
STRUCTURAL DAMAGE; MODE; PERFORMANCE; SHAPE;
D O I
10.1201/9780429279119-371
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Concrete simply support beam is widely used in small and medium-sized bridges. As the main load-carrying members of bridge, hinged slabs and joints are easy to be damaged in service. In this paper, based on the superiority with high sensitivity and strong anti-noise of strain energy to damage, a strain energy information entropy index is proposed here for identification of local damage of hinge joints and hinged slabs, and a new damage index of local strain energy entropy function is constructed according to the strain energy of hinge joint element and its surrounding element. A simply support beam is establishment to verify the effectiveness of the proposed index. Numerical simulation results show that the damage index of hinge joints can accurately locate and quantify the damage degree of single hinge joint and multiple hinge joints. The improved modal strain energy information entropy index is sensitive to single hinged slab damage and can accurately identify damage at 5% and 10% noise levels.
引用
收藏
页码:2719 / 2727
页数:9
相关论文
共 50 条
  • [41] Modal Strain Energy-based Structural Damage Identification: A Review and Comparative Study
    Wang, Shuqing
    Xu, Mingqiang
    STRUCTURAL ENGINEERING INTERNATIONAL, 2019, 29 (02) : 234 - 248
  • [42] Damage identification in plates based on the ratio of modal strain energy change and sensitivity analysis
    Wei, Z. T.
    Liu, J. K.
    Lu, Z. R.
    INVERSE PROBLEMS IN SCIENCE AND ENGINEERING, 2016, 24 (02) : 265 - 283
  • [43] Damage identification in beam-like structures based on support vector machine and modal frequencies
    Liu, L
    Meng, G
    PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON MECHANICAL ENGINEERING AND MECHANICS 2005, VOLS 1 AND 2, 2005, : 932 - 936
  • [44] A new structural damage identification method based on wavelet packet energy entropy of impulse response
    He, Can
    Xing, Jianchun
    Li, Juelong
    Qian, Wei
    Zhang, Xun
    Open Civil Engineering Journal, 2015, 9 (01): : 571 - 577
  • [45] Single beam analysis of damaged beams verified using a strain energy based damage measure
    Dixit, A.
    Hanagud, S.
    INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2011, 48 (3-4) : 592 - 602
  • [46] Damage Identification in Beam-Type Structures Using Pseudo Strain Energy Density and Grey Relation Coefficient
    陈晓强
    朱宏平
    张俊兵
    李林
    Transactions of Tianjin University, 2010, 16 (02) : 96 - 103
  • [47] Damage Identification in Beam-Type Structures Using Pseudo Strain Energy Density and Grey Relation Coefficient
    陈晓强
    朱宏平
    张俊兵
    李林
    Transactions of Tianjin University , 2010, (02) : 96 - 103
  • [48] Damage identification in beam-type structures using pseudo strain energy density and grey relation coefficient
    Chen X.
    Zhu H.
    Zhang J.
    Li L.
    Transactions of Tianjin University, 2010, 16 (02) : 96 - 103
  • [49] Damage Identification in Composite Beam Using Continuous Wavelet Transform Applied to Mode Shape and Strain Energy Data
    Prakash, G. Jaya
    Swarnamani, S.
    ADVANCES IN VIBRATION ENGINEERING, 2008, 7 (02): : 127 - 141
  • [50] Strain Energy and Entropy Based Scaling of Buckling Modes
    Kala, Zdenek
    ENTROPY, 2023, 25 (12)