Three-dimensional crack detection method for structures using simulated strain gages and the body force method

被引:0
|
作者
Yoshimura, T
Harada, T
Noguchi, H
Yoshimura, T
机构
[1] Kyushu Univ, Grad Sch Engn, Higashi Ku, Fukuoka 8128581, Japan
[2] Kyushu Univ, Fac Engn, Dept Mech Engn sci, Higashi Ku, Fukuoka 8128581, Japan
[3] Kurume Natl Coll Technol, Dept Mech Engn, Kurume, Fukuoka 8308555, Japan
关键词
crack detection; strain gage; elasticity; body force method; notch; stress concentration; experimental mechanics; finite-element analysis;
D O I
10.1520/jte11224
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
A method for estimating the stress field of an observed domain by considering the surface of a 3-dimensional object as a pseudo-3-dimensional object has been proposed in a previous report by the present authors. In this method, some strain gages and the body force method are used. In this paper, the method is applied to crack detection in notched structures. A characteristic stress field attributable to the crack can be expected in the observed domain. Crack detection is then tried by showing the characteristic stress field. Detection of an ideal crack, which is a through crack or a quarter-circular crack on the hidden side, is studied using the finite-element method (FEM). Moreover, the stress fields are estimated using the present method from the FEM's stress values instead of actual stress values. In both a through crack and a quarter-circular hidden crack, the characteristic stress field can be shown; the characteristic stress field means that two stress concentrations exist along the notch. Finally, the application limits of the present method are shown.
引用
收藏
页码:106 / 113
页数:8
相关论文
共 50 条
  • [21] A novel method for the solution of the three-dimensional dynamic crack problems
    Shifrin, EI
    Staroselsky, A
    DAMAGE AND FRACTURE MECHANICS VII: COMPUTER AIDED ASSESSMENT AND CONTROL, 2003, 12 : 47 - 54
  • [22] Application of three-dimensional numerical manifold method to crack propagation
    Yang Shi-kou
    Zhang Ji-xun
    Ren Xu-hua
    Zhang Dao-fa
    ROCK AND SOIL MECHANICS, 2016, 37 (10) : 3017 - 3025
  • [23] Extended finite element method for three-dimensional crack modelling
    Sukumar, N
    Moës, N
    Moran, B
    Belytschko, T
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2000, 48 (11) : 1549 - 1570
  • [24] A three-dimensional crack growth simulator with displacement discontinuity method
    Shi, Jingyu
    Shen, Baotang
    Stephansson, Ove
    Rinne, Mikael
    ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2014, 48 : 73 - 86
  • [26] A three-dimensional crack growth simulator with displacement discontinuity method
    Shi, Jingyu
    Shen, Baotang
    Stephansson, Ove
    Rinne, Mikael
    Engineering Analysis with Boundary Elements, 2014, 48 (01) : 73 - 86
  • [27] Extended material point method for the three-dimensional crack problems
    Liang, Yong
    Zhang, Xiong
    Liu, Yan
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2021, 122 (12) : 3044 - 3069
  • [28] Self-similar crack expansion method for three-dimensional crack analysis
    Department of Civil Engineering, Northwestern University, Evanston, IL, 60208, United States
    J Appl Mech Trans ASME, 4 (729-737):
  • [29] Three-dimensional influence coefficient method for cohesive crack simulations
    Hanson, JH
    Bittencourt, TN
    Ingraffea, AR
    ENGINEERING FRACTURE MECHANICS, 2004, 71 (15) : 2109 - 2124
  • [30] Fabrication of Three-Dimensional Network Structures by an Electrochemical Method
    Kang, Dae-Keun
    Heo, Jung-Ho
    Shin, Heon-Cheol
    KOREAN JOURNAL OF MATERIALS RESEARCH, 2008, 18 (03): : 163 - 168