Article ID Journal Published Year Pages File Type
6712582 Construction and Building Materials 2018 7 Pages PDF
Abstract
This study aims at examining the influence of the impact duration, the inclusion size/depth ratio, the sampling rate, and the sampling duration on the effectiveness of the impact-echo phase method. Numerical simulations and physical tests were conducted considering various combinations of impact sizes, inclusion sizes and depths, sampling rates, and sampling durations. The results suggest that the phase offset is an effective indicator of the inclusion type under the following conditions: (1) the product of the impact duration and depth frequency falls in the range 0.25,0.8; (2) the length-depth ratio of the crack exceeds 0.33; (3) the radius-depth ratio of the reinforcing bar exceeds 0.4; (4) the sampling rate exceeds 6 times of the depth frequency; (5) the product of sampling duration and depth frequency exceeds 33.3.
Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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