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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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 |
work_keys_str_mv |
AT ramieid acousticemissionmonitoringofhighstrengthconcretecolumnssubjectedtocompressiveaxialloading AT borismuravin acousticemissionmonitoringofhighstrengthconcretecolumnssubjectedtocompressiveaxialloading AT konstantinkovler acousticemissionmonitoringofhighstrengthconcretecolumnssubjectedtocompressiveaxialloading |
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