Application of ultrasonic shear-wave tomography to identify horizontal crack or delamination in concrete pavement and bridge

被引:63
作者
Choi, Pangil [1 ]
Kim, Dong-Ho [2 ]
Lee, Bong-Hak [3 ]
Won, Moon C. [1 ]
机构
[1] Texas Tech Univ, Dept Civil Environm & Construct Engn, Lubbock, TX 79409 USA
[2] Halla Univ, Dept Civil Engn, Wonju, South Korea
[3] Kangwon Natl Univ, Dept Civil Engn, Chunchon, South Korea
关键词
Ultrasonic; Shear-wave tomography; Horizontal cracking; Concrete pavement; Concrete bridge;
D O I
10.1016/j.conbuildmat.2016.05.126
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
As more concrete structures and pavements in the US are approaching or have already exceeded their design lives, the number of distresses and needed repairs have increased, along with the amount of funding needed. In this study, various concrete distresses in structures and pavements were evaluated with MIRA testing, which is based on the ultrasonic pulse-echo method. The distresses evaluated included horizontal cracking or delamination at the mid-depth of concrete pavement slabs, spalling and map cracking in concrete pavement slabs, mudballs in concrete runway, concrete cracks and delamination in bridge columns, and shallow concrete cover in bridge piers. MIRA was able to detect discontinuities in concrete, whether they are cracks, delamination at an interface of two concrete slabs, mudballs, or reinforcing steel. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:81 / 91
页数:11
相关论文
共 9 条
[1]  
Bishko A.V., 2008, P 17 WORLD C NOND TE, V13
[2]   Horizontal cracking of continuously reinforced concrete pavement under environmental loadings [J].
Choi, Seongcheol ;
Ha, Soojun ;
Won, Moon C. .
CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (11) :4250-4262
[3]  
De La Haza A., 2008, 12 INT C
[4]   Assessment of concrete structures using the Mira and Eyecon ultrasonic shear wave devices and the SAFT-C image reconstruction technique [J].
De La Haza, Aldo O. ;
Samokrutov, Andrey A. ;
Samokrutov, Pavel A. .
CONSTRUCTION AND BUILDING MATERIALS, 2013, 38 :1276-1291
[5]  
Gucunski N., 2013, TRANSPORTATION RES B
[6]  
Hoegh K., 2012, ASTM INT J TEST EVAL, V40
[7]  
Kim SM, 2004, ACI STRUCT J, V101, P784
[8]  
Kozlov V.N., 2006, Ultrasonic equipment for evaluation of concrete structures based on transducers with dry point contact, P496
[9]   Nonlinear ultrasonic evaluation of the fatigue damage of adhesive joints [J].
Shui, Guoshuang ;
Wang, Yue-sheng ;
Huang, Peng ;
Qu, Jianmin .
NDT & E INTERNATIONAL, 2015, 70 :9-15