Evaluating efficiency of nondestructive detection of flaws in concrete

Tests have been performed to assess feasibility of using the impact-echo method (IEM) and ultrasonic pulse velocity method (UPVM) in detecting flaws and evaluating their depths on the early stage of a concrete structure's service life. Five reinforced concrete (RC) slabs of grades 25, 30, 40, a...

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Main Authors: Sutan, N. Mohamed, Jaafar, M.S.
Format: Article
Published: Springer 2003
Online Access:http://psasir.upm.edu.my/id/eprint/115006/
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author Sutan, N. Mohamed
Jaafar, M.S.
author_facet Sutan, N. Mohamed
Jaafar, M.S.
author_sort Sutan, N. Mohamed
building UPM Institutional Repository
collection Online Access
description Tests have been performed to assess feasibility of using the impact-echo method (IEM) and ultrasonic pulse velocity method (UPVM) in detecting flaws and evaluating their depths on the early stage of a concrete structure's service life. Five reinforced concrete (RC) slabs of grades 25, 30, 40, and 50 with fabricated voids at known locations were studied on the 3rd, 7th, 14th, and 28th day. The results were compared to estimate the accuracy of both methods and their efficiency. Both methods detected flaws in the tested samples on the early stages of their operation. Depth measurements of flaws by IEM, however, are more accurate. Results of our tests indicate that both methods can be used in determining depths of flaws in concrete and in performing on-site tests. The accuracy of both methods proved to be better in tests of stronger concretes, and the detection probability ranged from 51.81 to 99.8% after aging during 3 to 28 days under full load, respectively.
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spelling upm-1150062025-02-14T06:51:26Z http://psasir.upm.edu.my/id/eprint/115006/ Evaluating efficiency of nondestructive detection of flaws in concrete Sutan, N. Mohamed Jaafar, M.S. Tests have been performed to assess feasibility of using the impact-echo method (IEM) and ultrasonic pulse velocity method (UPVM) in detecting flaws and evaluating their depths on the early stage of a concrete structure's service life. Five reinforced concrete (RC) slabs of grades 25, 30, 40, and 50 with fabricated voids at known locations were studied on the 3rd, 7th, 14th, and 28th day. The results were compared to estimate the accuracy of both methods and their efficiency. Both methods detected flaws in the tested samples on the early stages of their operation. Depth measurements of flaws by IEM, however, are more accurate. Results of our tests indicate that both methods can be used in determining depths of flaws in concrete and in performing on-site tests. The accuracy of both methods proved to be better in tests of stronger concretes, and the detection probability ranged from 51.81 to 99.8% after aging during 3 to 28 days under full load, respectively. Springer 2003-02 Article PeerReviewed Sutan, N. Mohamed and Jaafar, M.S. (2003) Evaluating efficiency of nondestructive detection of flaws in concrete. Russian Journal of Nondestructive Testing, 39 (2). pp. 87-93. ISSN 1061-8309; eISSN: 1061-8309 https://link.springer.com/article/10.1023/B:RUNT.0000008384.86971.f5?error=cookies_not_supported&code=a194d52a-bbc7-47e1-a549-9bb10472cbfb 10.1023/B:RUNT.0000008384.86971.f5
spellingShingle Sutan, N. Mohamed
Jaafar, M.S.
Evaluating efficiency of nondestructive detection of flaws in concrete
title Evaluating efficiency of nondestructive detection of flaws in concrete
title_full Evaluating efficiency of nondestructive detection of flaws in concrete
title_fullStr Evaluating efficiency of nondestructive detection of flaws in concrete
title_full_unstemmed Evaluating efficiency of nondestructive detection of flaws in concrete
title_short Evaluating efficiency of nondestructive detection of flaws in concrete
title_sort evaluating efficiency of nondestructive detection of flaws in concrete
url http://psasir.upm.edu.my/id/eprint/115006/
http://psasir.upm.edu.my/id/eprint/115006/
http://psasir.upm.edu.my/id/eprint/115006/