Ultrasonic measurements of undamaged concrete layer thickness in a deteriorated concrete structure

被引:20
作者
Demcenko, A. [1 ]
Visser, H. A. [1 ]
Akkerman, R. [1 ]
机构
[1] Univ Twente, Fac Engn Technol, Chair Prod Technol, NL-7500 AE Enschede, Netherlands
关键词
Concrete; Pulse-echo; Diffuse field; Pattern matching; Phenolphthalein tests; CEMENT-BASED MATERIALS; DIFFUSE ULTRASOUND; SURFACE-WAVES; DAMAGE; PHASE; ATTENUATION; PROPAGATION; VELOCITIES; CORROSION; PLATES;
D O I
10.1016/j.ndteint.2015.09.005
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
Ultrasonic wave propagation in deteriorated concrete structures was studied numerically and experimentally. Ultrasonic single-side access immersion pulse-echo and diffuse field measurements were performed in deteriorated concrete structures at 0.5 MHz center frequency. Numerically and experimentally it is shown that the undamaged layer thickness in a deteriorated concrete structure is measurable using pulse-echo measurements when the deterioration depth is larger than the wavelength. The signal overlapping, which occurs in the thin deteriorated layers, can be overcome using diffuse field measurements or a pattern matching technique. The ultrasonic experimental data were shown to be in good agreement with the widely used phenolphthalein test for concrete degradation. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:63 / 72
页数:10
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