Acoustic Emission Monitoring of High-Strength Concrete Columns Subjected to Compressive Axial Loading

Acoustic Emission (AE) nondestructive tests have attracted great interest for their use in the determination of structural properties and behavior of reinforced concrete (RC) elements. One of the applications this method can contribute to is in high-strength concrete (HSC) columns. These elements ha...

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Main Authors: Rami Eid, Boris Muravin, Konstantin Kovler
Format: Article
Language:English
Published: MDPI AG 2020-07-01
Series:Materials
Subjects:
AE
HSC
Online Access:https://www.mdpi.com/1996-1944/13/14/3114
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spelling doaj-690dc466471a4b7eb2591708afe1ef342020-11-25T03:04:27ZengMDPI AGMaterials1996-19442020-07-01133114311410.3390/ma13143114Acoustic Emission Monitoring of High-Strength Concrete Columns Subjected to Compressive Axial LoadingRami Eid0Boris Muravin1Konstantin Kovler2Civil Engineering Department, SCE—Shamoon College of Engineering, Beer Sheva 8410802, IsraelIntegrity Diagnostics Ltd., Netanya 4250407, IsraelFaculty of Civil and Environmental Engineering, Technion—Israel Institute of Technology, Haifa 3200003, IsraelAcoustic Emission (AE) nondestructive tests have attracted great interest for their use in the determination of structural properties and behavior of reinforced concrete (RC) elements. One of the applications this method can contribute to is in high-strength concrete (HSC) columns. These elements have a great advantage in the lower stories of high-rise buildings. However, the premature failure of the concrete cover and the brittleness nature of the failure is of a concern for engineers. This paper presents a study on the AE monitoring of HSC columns subjected to compressive axial loading. The study consists of four large-scale reinforced HSC columns with different confinement reinforcement and height. It is shown that the AE distributions in the columns are categorized by three stages. Moreover, the levels of loads reached at the first AE macro event are similar to the lower range levels of the nominal axial compressive strengths of the tested specimens, while the majority of macro AE events are located at the concrete cover. Based on the results of this study, AE monitoring can provide indications for the damage and load levels attained by reinforced high-strength concrete columns subjected to compressive axial loading.https://www.mdpi.com/1996-1944/13/14/3114reinforced-concreteacoustic emissionAEcolumnshigh-strength concreteHSC
collection DOAJ
language English
format Article
sources DOAJ
author Rami Eid
Boris Muravin
Konstantin Kovler
spellingShingle Rami Eid
Boris Muravin
Konstantin Kovler
Acoustic Emission Monitoring of High-Strength Concrete Columns Subjected to Compressive Axial Loading
Materials
reinforced-concrete
acoustic emission
AE
columns
high-strength concrete
HSC
author_facet Rami Eid
Boris Muravin
Konstantin Kovler
author_sort Rami Eid
title Acoustic Emission Monitoring of High-Strength Concrete Columns Subjected to Compressive Axial Loading
title_short Acoustic Emission Monitoring of High-Strength Concrete Columns Subjected to Compressive Axial Loading
title_full Acoustic Emission Monitoring of High-Strength Concrete Columns Subjected to Compressive Axial Loading
title_fullStr Acoustic Emission Monitoring of High-Strength Concrete Columns Subjected to Compressive Axial Loading
title_full_unstemmed Acoustic Emission Monitoring of High-Strength Concrete Columns Subjected to Compressive Axial Loading
title_sort acoustic emission monitoring of high-strength concrete columns subjected to compressive axial loading
publisher MDPI AG
series Materials
issn 1996-1944
publishDate 2020-07-01
description Acoustic Emission (AE) nondestructive tests have attracted great interest for their use in the determination of structural properties and behavior of reinforced concrete (RC) elements. One of the applications this method can contribute to is in high-strength concrete (HSC) columns. These elements have a great advantage in the lower stories of high-rise buildings. However, the premature failure of the concrete cover and the brittleness nature of the failure is of a concern for engineers. This paper presents a study on the AE monitoring of HSC columns subjected to compressive axial loading. The study consists of four large-scale reinforced HSC columns with different confinement reinforcement and height. It is shown that the AE distributions in the columns are categorized by three stages. Moreover, the levels of loads reached at the first AE macro event are similar to the lower range levels of the nominal axial compressive strengths of the tested specimens, while the majority of macro AE events are located at the concrete cover. Based on the results of this study, AE monitoring can provide indications for the damage and load levels attained by reinforced high-strength concrete columns subjected to compressive axial loading.
topic reinforced-concrete
acoustic emission
AE
columns
high-strength concrete
HSC
url https://www.mdpi.com/1996-1944/13/14/3114
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AT borismuravin acousticemissionmonitoringofhighstrengthconcretecolumnssubjectedtocompressiveaxialloading
AT konstantinkovler acousticemissionmonitoringofhighstrengthconcretecolumnssubjectedtocompressiveaxialloading
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