Abstract
The alkali–silica reaction (ASR) is a phenomenon that leads to material degradation in concrete, resulting in the formation of microcracks and cracks. This deterioration causes a loss of mechanical properties, concrete damage, and even corrosion. To address this issue, ultrasonic nondestructive evaluation can be employed as a technique for long-term monitoring of ASR development and condition assessment of concrete subjected to ASR. However, traditional approaches typically utilize only a few wave parameters, such as wave velocity or amplitude, to characterize ASR-induced concrete damage while disregarding the majority of information present in the ultrasonic signals.
| Original language | English |
|---|---|
| Place of Publication | United States |
| DOIs | |
| State | Published - 2023 |
Keywords
- 36 MATERIALS SCIENCE
- 97 MATHEMATICS AND COMPUTING
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