Nondestructive Analysis of Alkali-Silica Reaction Damage in Concrete Slabs Using Shear Waves

被引:2
作者
Khazanovich, Lev [1 ]
Freeseman, Katelyn [2 ]
Salles, Lucio [3 ]
Clayton, Dwight [4 ]
机构
[1] Univ Pittsburgh, Dept Civil & Environm Engn, Pittsburgh, PA 15260 USA
[2] Iowa State Univ, Ames, IA USA
[3] Univ Sao Paulo, Dept Transportat Engn, Sao Paulo, Brazil
[4] Oak Ridge Natl Lab, Elect & Elect Syst Res Div, Oak Ridge, TN USA
来源
44TH ANNUAL REVIEW OF PROGRESS IN QUANTITATIVE NONDESTRUCTIVE EVALUATION, VOL 37 | 2018年 / 1949卷
关键词
D O I
10.1063/1.5031537
中图分类号
O59 [应用物理学];
学科分类号
摘要
Alkali-silica reaction (ASR) is the chemical reaction that occurs in concrete. It is caused by the interaction of alkalis in Portland cement and silica in aggregates and results in microcracks within the material. This type of damage has been the focus of nondestructive evaluation efforts in recent history, but no work was done on in-situ structures or large-scale samples. To address these limitations, an ultrasonic linear array device, MIRA, was utilized for this research. An experimental investigation was performed on four slabs with various levels of alkali-silica reaction at the Electric Power Research Institute (EPRI) [1]. One-period impulses with a target of 50kHz center frequency were selected in this study. We propose the use of the Hilbert Transform Indicator (HTI) for quantification of ASR damage [2]. A higher HTI value would be indicative of damaged concrete, while a low value represents sound concrete. In general, values below 90 are regarded as an indicator of sound concrete while values above 100 indicate the presence of damage [3]. The ability of the HTI values to distinguish between areas of damaged concrete was evident via the production of color intensity maps. The maps show that the control specimen, was in good condition, while other slabs exhibited higher levels of damage as indicated by the HTI values. It should be noted that extreme damage conditions were not present in any of the slabs. Evaluation of migration-based reconstructions can give a qualitative characterization of large scale or excessive subsurface damage. However, for detection of stochastic damage mechanisms such as freeze-thaw damage, evaluation of the individual time-history data can provide additional information. A comparison of the spatially diverse measurements on several concrete slabs with varying freeze-thaw damage levels is given in this study. Signal characterization scans of different levels of freeze-thaw damage at various transducer spacing is investigated. The results show promise for a SH-wave classification system applicable for nondestructive characterization of freeze-thaw damage conditions.
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页数:7
相关论文
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Klenke N., 2015, 10003982 EPRI