Crack detection in beam-type structures using frequency data

被引:201
|
作者
Kim, JT [1 ]
Stubbs, N
机构
[1] Pukyong Natl Univ, Dept Ocean Engn, Nam Gu, Pusan 608737, South Korea
[2] Texas A&M Univ, Dept Civil Engn, College Stn, TX 77843 USA
关键词
D O I
10.1006/jsvi.2002.5132
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
A practical method to non-destructively locate and estimate size of a crack by using changes in natural frequencies of a structure is presented. First, a crack detection algorithm to locate and size cracks in beam-type structures using a few natural frequencies is outlined. A crack location model and a crack size model are formulated by relating fractional changes in modal energy to changes in natural frequencies due to damage such as cracks or other geometrical changes. Next, the feasibility and practicality of the crack detection scheme are evaluated for several damage scenarios by locating and sizing cracks in test beams for which a few natural frequencies are available. By applying the approach to the test beams, it is observed that crack can be confidently located with a relatively small localization error. It is also observed that crack size can be estimated with a relatively small size error. (C) 2002 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:145 / 160
页数:16
相关论文
共 50 条
  • [31] Non-Linear Vibration Technique for Crack Detection in Beam Structures Using Frequency Mixing
    Douka, E.
    Zacharias, K. A.
    Hadjileontiadis, L. J.
    Trochidis, A.
    ACTA ACUSTICA UNITED WITH ACUSTICA, 2010, 96 (05) : 977 - 980
  • [32] Analysis of beam-type fracture specimens with crack-tip deformation
    JIALAI WANG
    PIZHONG QIAO
    International Journal of Fracture, 2005, 132 : 223 - 248
  • [33] Crack Detection in Structures using Frequency Response Functions
    Trana, Danh
    ISCM II AND EPMESC XII, PTS 1 AND 2, 2010, 1233 : 1273 - 1278
  • [34] The simulation of impact loads on beam-type structures using a pseudo-dynamic procedure
    Melo, FJQ
    Carneiro, JAO
    Camanho, PP
    Tavares, CL
    Fernandes, AA
    STRAIN, 2004, 40 (01) : 13 - 23
  • [35] ADAPTIVE-SCALE DAMAGE DETECTION FOR FRAME STRUCTURES USING BEAM-TYPE WAVELET FINITE ELEMENT: EXPERIMENTAL VALIDATION
    Zhu, Songye
    He, Wen-Yu
    Ren, Wei-Xin
    JOURNAL OF EARTHQUAKE AND TSUNAMI, 2013, 7 (03)
  • [36] The use of modal curvatures for damage localization in beam-type structures
    Ciambella, J.
    Vestroni, F.
    JOURNAL OF SOUND AND VIBRATION, 2015, 340 : 126 - 137
  • [37] Pseudo-static model updating using dynamic responses of beam-type structures
    Jiangsu Key Laboratory of Engineering Mechanics, Department of Engineering Mechanics, Southeast University, Nanjing 210096, China, China
    Guo, Li, 1600, Academic Press
  • [38] Study on Environmental Temperature on Frequency of Concrete Beam-type Bridge
    He W.
    Zhou L.
    Li Z.
    He J.
    Hu D.
    Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, 2024, 51 (01): : 33 - 42
  • [39] An improved Wittrick-Williams algorithm for beam-type structures
    Fei Han
    Dan, Danhui
    Wei Cheng
    Zang Jubao
    COMPOSITE STRUCTURES, 2018, 204 : 560 - 566
  • [40] Crack Detection in Cantilever Shaft Beam Using Natural Frequency
    Satpute, Dinesh
    Baviskar, Prasad
    Gandhi, Pritesh
    Chavanke, Mayur
    Aher, Tejas
    MATERIALS TODAY-PROCEEDINGS, 2017, 4 (02) : 1366 - 1374