A simple device for detecting impact time in impact-echo testing of concrete

被引:7
|
作者
Lin, YC [1 ]
Chang, CF [1 ]
Kuo, SF [1 ]
Liou, HC [1 ]
机构
[1] Natl Chung Hsing Univ, Dept Civil Engn, Taichung 402, Taiwan
关键词
concrete; mechanical impact; cracks; stress wave; time-of-flight diffraction;
D O I
10.1016/j.ndteint.2003.08.004
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
The objective of this paper is to describe a simple device for detecting the time of an impact and to demonstrate its efficiency in measuring the depth of surface-opening cracks in concrete. Surface-opening cracks in concrete are relatively deep so that a mechanical impact instead of an ultrasonic transmitter is used to generate stress waves with enough energy for successful evaluation. A technique called the time-of-flight diffraction technique with impact-generated stress waves is an efficient method for detection of surface-opening cracks in concrete. Because the initial time of the impact is unavailable in a mechanical impact device, two receivers are employed in the test. One of the receivers is used to determine the time of the impact indirectly. The present study developed a simple device to record the time of impact initiation. The device comprises a conductive impact device, a sensing film, and an auxiliary circuit. With the device, stress waves are generated and the time of impact is detected so that the evaluation work needs only a single receiver. Laboratory studies were carried out on concrete specimens containing cracks with depths of 0.158 and 0.90 m. Field studies were performed on a dam damaged by an earthquake. Experimental results show that the new device can be used to accurately determine the crack depth in concrete. Using the device, the cost and effort for evaluation and signal analysis are reduced, which largely enhances the evaluation efficiency. (C) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1 / 8
页数:8
相关论文
共 50 条
  • [31] Finite element analysis of the impact-echo testing at a concrete slab with complex boundary conditions
    Mi Ra Cho
    Hyun Suk Lee
    Hyun Ho Kim
    Ki Bong Kim
    KSCE Journal of Civil Engineering, 2005, 9 (2) : 113 - 117
  • [32] Effectiveness of Impact Echo testing in detecting flaws in prestressed concrete slabs
    Chaudhary, Muhammad Tariq A.
    CONSTRUCTION AND BUILDING MATERIALS, 2013, 47 : 753 - 759
  • [33] Evaluation of thickness and defects in concrete using impact-echo technique
    Sangoju, Bhaskar
    Srinivasan, P.
    Murthy, S.G.N.
    Iyer, Nagesh R.
    Ravisankar, K.
    Indian Concrete Journal, 2013, 87 (01): : 19 - 27
  • [34] Improved impact-echo method for quantification of distributed damage in concrete
    McMorris, Nicolas
    Amde, Amde M.
    Livingston, Richard A.
    PROCEEDINGS OF THE FIRST INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN CONCRETE TECHNOLOGY, 2007, : 185 - +
  • [35] Air-coupled impact-echo method for NDT of concrete
    Zhu, JY
    Popovics, JS
    REVIEW OF PROGRESS IN QUANTITATIVE NONDESTRUCTIVE EVALUATION, VOLS 25A AND 25B, 2006, 820 : 1351 - 1357
  • [36] BEM analysis of dynamic behavior of concrete in impact-echo test
    Alver, Ninel
    Ohtsu, Masayasu
    CONSTRUCTION AND BUILDING MATERIALS, 2007, 21 (03) : 519 - 526
  • [37] Complementary application of radar, impact-echo, and ultrasonics for testing concrete structures and metallic tendon ducts
    Maierhofer, C
    Krause, M
    Mielentz, F
    Streicher, D
    Milmann, B
    Gardei, A
    Kohl, C
    Wiggenhauser, H
    DESIGN OF STRUCTURES 2004, 2004, (1892): : 170 - 177
  • [38] Velocity-strength relationship of concrete by impact-echo method
    Lee, HK
    Yim, H
    Lee, KM
    ACI MATERIALS JOURNAL, 2003, 100 (01) : 49 - 54
  • [39] Visualized impact-echo technique for defects in concrete by SIBIE procedure
    Ohtsu, M.
    Sonoda, T.
    Yamada, M.
    EMERGING TECHNOLOGIES IN NON-DESTRUCTIVE TESTING V, 2012, : 7 - 14
  • [40] Ten Lectures on Impact-Echo
    Frank Schubert
    Bernd Köhler
    Journal of Nondestructive Evaluation, 2008, 27 : 5 - 21