Nondestructive Evaluation of Concrete Compressive Strength Using the Impact-Echo Method

This nondestructive technique involves obtaining the speeds of P-waves based on frequencies measured using the impact-echo method (IEM). Once the P-wave is generated, the sensor captures the horizontal displacement signal from the concrete surface. P-waves are used to estimate the compressive strength of concrete. Test results demonstrate that the velocity of P-waves is sensitive to changes in concrete strength at each age. This approach is capable of calculate the P-wave velocity with relative ease, thereby enabling the prediction of compressive strength. These measured values were used to verify the accuracy of the IEM. The proposed IEM was verified using concrete specimens produced with drilling-core for different strength grades. The results indicate that the proposed method can significantly enhance the preciseness of strength evaluation. Therefore, the P-wave based method is appropriate for in situ structures with features of portable, speed, convenience, and nondestructive of the proposed method.

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Publication Details

Journal
Russian Journal of Nondestructive Testing
Published
2025-09-01
DOI
https://doi.org/10.1134/s1061830925600200
Primary Topic
Geophysical Methods and Applications
Type
article
Field-Weighted Citation Impact
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article

Nondestructive Evaluation of Concrete Compressive Strength Using the Impact-Echo Method

Russian Journal of Nondestructive Testing
Geophysical Methods and Applications
article

Nondestructive Evaluation of Concrete Compressive Strength Using the Impact-Echo Method

article en

Abstract

This nondestructive technique involves obtaining the speeds of P-waves based on frequencies measured using the impact-echo method (IEM). Once the P-wave is generated, the sensor captures the horizontal displacement signal from the concrete surface. P-waves are used to estimate the compressive strength of concrete. Test results demonstrate that the velocity of P-waves is sensitive to changes in concrete strength at each age. This approach is capable of calculate the P-wave velocity with relative ease, thereby enabling the prediction of compressive strength. These measured values were used to verify the accuracy of the IEM. The proposed IEM was verified using concrete specimens produced with drilling-core for different strength grades. The results indicate that the proposed method can significantly enhance the preciseness of strength evaluation. Therefore, the P-wave based method is appropriate for in situ structures with features of portable, speed, convenience, and nondestructive of the proposed method.

Russian Journal of Nondestructive TestingVol. 61(9)
Changzhou Institute of Technology (CN), Shandong University of Science and Technology (CN)
Sustainable cities and communities
Openalex Percentile: Top 41%
Geophysical Methods and Applications
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