Simulation of Non-destructive Testing Methods of Ultrasound in Concrete Columns

被引:0
作者
Roa-Rodriguez, G. [1 ]
Aperador, W. [1 ]
Delgado, A. [1 ]
机构
[1] Univ Militar Nueva Granada, Dept Ingn, Bogota, Colombia
来源
INTERNATIONAL JOURNAL OF ELECTROCHEMICAL SCIENCE | 2013年 / 8卷 / 11期
关键词
Reinforced concrete columns; NDT; Pulse-echo method; longitudinal transmission method; Acoustic wave propagation; Ultrasound; CRACK;
D O I
暂无
中图分类号
O646 [电化学、电解、磁化学];
学科分类号
081704 ;
摘要
Among the processes that are conducted to perform the inspection of the internal reinforcement of concrete structures, to study the component it is destroyed directly, in most cases some partial and total. By means of a sustained theoretical approach, several objectives were established to evaluate through modeling and simulation methods that could be useful for non-destructive testing in structural concrete columns. Given these variables (positions and diameters of reinforcements) were established mathematical models of the physical principles that constitute the operation of the respective non-destructive testing methods and computational models were made of reinforced concrete column, finally the data were interpreted from simulations into a graphic reconstructions which representing an approximation to the column being analyzed. The result was a conceptual design which was the product of the information gleaned from the simulations of the two methods worked, longitudinal transmission and pulse echo, corresponding to the ultrasonic non-destructive testing. This research describes theoretically non-destructive testing methods based on ultrasound, which can be used to build devices that claim to prevent partial or total destruction of the structure to be studied, and imaging techniques that are useful to identify the reinforcement positions of the concrete column based on the collected data from the simulations.
引用
收藏
页码:12226 / 12237
页数:12
相关论文
共 17 条
  • [1] Numerical simulation of elastic waves for visualization of defects
    Aggelis, D. G.
    Tsimpris, N.
    Chai, H. K.
    Shiotani, T.
    Kobayashi, Y.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (04) : 1503 - 1512
  • [2] A lifetime prediction method based on Cumulative Flaw Length Theory
    Boccaccini, D. N.
    Maioli, M.
    Cannio, M.
    Dlouhy, I.
    Romagnoli, M.
    Leonelli, C.
    Boccaccini, A. R.
    [J]. JOURNAL OF THE EUROPEAN CERAMIC SOCIETY, 2012, 32 (06) : 1175 - 1186
  • [3] Nondestructive evaluation of concrete strength: An historical review and a new perspective by combining NDT methods
    Breysse, D.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2012, 33 : 139 - 163
  • [4] Tomographic reconstruction for concrete using attenuation of ultrasound
    Chai, H. K.
    Momoki, S.
    Kobayashi, Y.
    Aggelis, D. G.
    Shiotani, T.
    [J]. NDT & E INTERNATIONAL, 2011, 44 (02) : 206 - 215
  • [5] Non-destructive testing for the assessment of granite decay in heritage structures compared to quarry stone
    Fort, Rafael
    Alvarez de Buergo, Monica
    Perez-Monserrat, Elena M.
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2013, 61 : 296 - 305
  • [6] Non-linear based time reversal acoustic applied to crack detection:: Simulations and experiments
    Goursolle, T.
    Dos Santos, S.
    Matar, O. Bou
    Calle, S.
    [J]. INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS, 2008, 43 (03) : 170 - 177
  • [7] Microwave near-field nondestructive detection and characterization of disbonds in concrete structures using fuzzy logic techniques
    Khanfar, A
    Abu-Khousa, M
    Qaddoumi, N
    [J]. COMPOSITE STRUCTURES, 2003, 62 (3-4) : 335 - 339
  • [8] Kinsler F.R., 1999, FUNDALMENTALS ACOUST
  • [9] Properties of fresh and hardened concrete
    Kovler, Konstantin
    Roussel, Nicolas
    [J]. CEMENT AND CONCRETE RESEARCH, 2011, 41 (07) : 775 - 792
  • [10] Locating the crack tip of a surface-breaking crack - Part I. Line crack
    Kuo, MK
    Lin, TR
    Liu, PL
    Wu, TT
    [J]. ULTRASONICS, 1998, 36 (07) : 803 - 811