Correlation between average frequency and RA value (rise time/amplitude) for crack classification of reinforced concrete beam using acoustic emission technique

Health monitoring of structures during their service life become a vital thing as it provides crucial information regarding the performance and condition of the structures. Acoustic emission (AE) is one of the non-destructive techniques (NDTs) that could be used to monitor the performance of the str...

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Published in:AIP Conference Proceedings
Main Author: Noorsuhada M.N.; Abdul Hakeem Z.; Soffian Noor M.S.; Noor Syafeekha M.S.; Azmi I.
Format: Conference paper
Language:English
Published: American Institute of Physics Inc. 2017
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85038367716&doi=10.1063%2f1.5010497&partnerID=40&md5=b6919cde78003409a5cec431aaa87d34
id 2-s2.0-85038367716
spelling 2-s2.0-85038367716
Noorsuhada M.N.; Abdul Hakeem Z.; Soffian Noor M.S.; Noor Syafeekha M.S.; Azmi I.
Correlation between average frequency and RA value (rise time/amplitude) for crack classification of reinforced concrete beam using acoustic emission technique
2017
AIP Conference Proceedings
1901

10.1063/1.5010497
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85038367716&doi=10.1063%2f1.5010497&partnerID=40&md5=b6919cde78003409a5cec431aaa87d34
Health monitoring of structures during their service life become a vital thing as it provides crucial information regarding the performance and condition of the structures. Acoustic emission (AE) is one of the non-destructive techniques (NDTs) that could be used to monitor the performance of the structures. Reinforced concrete (RC) beam associated with AE monitoring was monotonically loaded to failure under three-point loading. Correlation between average frequency and RA value (rise time / amplitude) was computed. The relationship was established to classify the crack types that propagated in the RC beam. The crack was classified as tensile crack and shear crack. It was found that the relationship is well matched with the actual crack pattern that appeared on the beam surface. Hence, this relationship is useful for prediction of the crack occurrence in the beam and its performance can be determined. © 2017 Author(s).
American Institute of Physics Inc.
0094243X
English
Conference paper

author Noorsuhada M.N.; Abdul Hakeem Z.; Soffian Noor M.S.; Noor Syafeekha M.S.; Azmi I.
spellingShingle Noorsuhada M.N.; Abdul Hakeem Z.; Soffian Noor M.S.; Noor Syafeekha M.S.; Azmi I.
Correlation between average frequency and RA value (rise time/amplitude) for crack classification of reinforced concrete beam using acoustic emission technique
author_facet Noorsuhada M.N.; Abdul Hakeem Z.; Soffian Noor M.S.; Noor Syafeekha M.S.; Azmi I.
author_sort Noorsuhada M.N.; Abdul Hakeem Z.; Soffian Noor M.S.; Noor Syafeekha M.S.; Azmi I.
title Correlation between average frequency and RA value (rise time/amplitude) for crack classification of reinforced concrete beam using acoustic emission technique
title_short Correlation between average frequency and RA value (rise time/amplitude) for crack classification of reinforced concrete beam using acoustic emission technique
title_full Correlation between average frequency and RA value (rise time/amplitude) for crack classification of reinforced concrete beam using acoustic emission technique
title_fullStr Correlation between average frequency and RA value (rise time/amplitude) for crack classification of reinforced concrete beam using acoustic emission technique
title_full_unstemmed Correlation between average frequency and RA value (rise time/amplitude) for crack classification of reinforced concrete beam using acoustic emission technique
title_sort Correlation between average frequency and RA value (rise time/amplitude) for crack classification of reinforced concrete beam using acoustic emission technique
publishDate 2017
container_title AIP Conference Proceedings
container_volume 1901
container_issue
doi_str_mv 10.1063/1.5010497
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-85038367716&doi=10.1063%2f1.5010497&partnerID=40&md5=b6919cde78003409a5cec431aaa87d34
description Health monitoring of structures during their service life become a vital thing as it provides crucial information regarding the performance and condition of the structures. Acoustic emission (AE) is one of the non-destructive techniques (NDTs) that could be used to monitor the performance of the structures. Reinforced concrete (RC) beam associated with AE monitoring was monotonically loaded to failure under three-point loading. Correlation between average frequency and RA value (rise time / amplitude) was computed. The relationship was established to classify the crack types that propagated in the RC beam. The crack was classified as tensile crack and shear crack. It was found that the relationship is well matched with the actual crack pattern that appeared on the beam surface. Hence, this relationship is useful for prediction of the crack occurrence in the beam and its performance can be determined. © 2017 Author(s).
publisher American Institute of Physics Inc.
issn 0094243X
language English
format Conference paper
accesstype
record_format scopus
collection Scopus
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