Analysis of failure mechanisms in fatigue test of reinforced concrete beam utilizing acoustic emission

The acoustic emission technique is used for monitoring the fatigue failure mechanisms in reinforced concrete beam under three point bending. The analysis was conducted by using the bathtub curve method plotted from acoustic emission data. In this study, the fatigue behavior was divided into three st...

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Main Authors: N Bunnori, N Nor, K Jiun, S Kudus
Format: Article
Language:English
Published: Multi-Science Publishing 2016-10-01
Series:International Journal of Multiphysics
Online Access:http://journal.multiphysics.org/index.php/IJM/article/view/267
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spelling doaj-cea9b4d2b02543938c3418f137296d902020-11-24T21:10:28ZengMulti-Science PublishingInternational Journal of Multiphysics1750-95482048-39612016-10-018410.1260/1750-9548.8.4.349279Analysis of failure mechanisms in fatigue test of reinforced concrete beam utilizing acoustic emissionN Bunnori0N Nor1K Jiun2S Kudus3School of Civil Engineering, Engineering Campus, Universiti Sains Malaysia, 14300, Nibong Tebal, Penang, MalaysiaFaculty of Civil Engineering, Universiti Teknologi MARA (UiTM), 13500 Permatang Pauh, Pulau Pinang, MalaysiaSchool of Civil Engineering, Engineering Campus, Universiti Sains Malaysia, 14300, Nibong Tebal, Penang, MalaysiaSchool of Civil Engineering, Engineering Campus, Universiti Sains Malaysia, 14300, Nibong Tebal, Penang, MalaysiaThe acoustic emission technique is used for monitoring the fatigue failure mechanisms in reinforced concrete beam under three point bending. The analysis was conducted by using the bathtub curve method plotted from acoustic emission data. In this study, the fatigue behavior was divided into three stages. The first stage is involved with the decreasing failure rate, known as early life failure or burn-in phase, the second stage is characterized by constant failure rate and the third stage is called the burn-out phase which is an increase of failure rate. The three parameters used in analyzing is the fatigue behavior for each stage of failure which are severity, signal strength and the cumulative signal strength. From severity analysis, the range of each stage of failure had been determined while from signal strength analysis, the initiation of distribution of crack had been detected through the fluctuation of signal strength. Cumulative signal strength parameter provides a clearer view of the initiation and distribution of crack.http://journal.multiphysics.org/index.php/IJM/article/view/267
collection DOAJ
language English
format Article
sources DOAJ
author N Bunnori
N Nor
K Jiun
S Kudus
spellingShingle N Bunnori
N Nor
K Jiun
S Kudus
Analysis of failure mechanisms in fatigue test of reinforced concrete beam utilizing acoustic emission
International Journal of Multiphysics
author_facet N Bunnori
N Nor
K Jiun
S Kudus
author_sort N Bunnori
title Analysis of failure mechanisms in fatigue test of reinforced concrete beam utilizing acoustic emission
title_short Analysis of failure mechanisms in fatigue test of reinforced concrete beam utilizing acoustic emission
title_full Analysis of failure mechanisms in fatigue test of reinforced concrete beam utilizing acoustic emission
title_fullStr Analysis of failure mechanisms in fatigue test of reinforced concrete beam utilizing acoustic emission
title_full_unstemmed Analysis of failure mechanisms in fatigue test of reinforced concrete beam utilizing acoustic emission
title_sort analysis of failure mechanisms in fatigue test of reinforced concrete beam utilizing acoustic emission
publisher Multi-Science Publishing
series International Journal of Multiphysics
issn 1750-9548
2048-3961
publishDate 2016-10-01
description The acoustic emission technique is used for monitoring the fatigue failure mechanisms in reinforced concrete beam under three point bending. The analysis was conducted by using the bathtub curve method plotted from acoustic emission data. In this study, the fatigue behavior was divided into three stages. The first stage is involved with the decreasing failure rate, known as early life failure or burn-in phase, the second stage is characterized by constant failure rate and the third stage is called the burn-out phase which is an increase of failure rate. The three parameters used in analyzing is the fatigue behavior for each stage of failure which are severity, signal strength and the cumulative signal strength. From severity analysis, the range of each stage of failure had been determined while from signal strength analysis, the initiation of distribution of crack had been detected through the fluctuation of signal strength. Cumulative signal strength parameter provides a clearer view of the initiation and distribution of crack.
url http://journal.multiphysics.org/index.php/IJM/article/view/267
work_keys_str_mv AT nbunnori analysisoffailuremechanismsinfatiguetestofreinforcedconcretebeamutilizingacousticemission
AT nnor analysisoffailuremechanismsinfatiguetestofreinforcedconcretebeamutilizingacousticemission
AT kjiun analysisoffailuremechanismsinfatiguetestofreinforcedconcretebeamutilizingacousticemission
AT skudus analysisoffailuremechanismsinfatiguetestofreinforcedconcretebeamutilizingacousticemission
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