PZT-Based Detection of Compactness of Concrete in Concrete Filled Steel Tube Using Time Reversal Method

A smart aggregate-based approach is proposed for the concrete compactness detection of concrete filled steel tube (CFST) columns. The piezoceramic-based smart aggregates (SAs) were embedded in the predetermined locations prior to the casting of concrete columns to establish a wave-based smart sensin...

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Main Authors: Shi Yan, Jinzhi Fu, Wei Sun, Baohui Qi, Fuxue Liu
Format: Article
Language:English
Published: Hindawi Limited 2014-01-01
Series:Mathematical Problems in Engineering
Online Access:http://dx.doi.org/10.1155/2014/909682
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spelling doaj-2e19f246aee14fb295822895d214eff12020-11-25T01:27:50ZengHindawi LimitedMathematical Problems in Engineering1024-123X1563-51472014-01-01201410.1155/2014/909682909682PZT-Based Detection of Compactness of Concrete in Concrete Filled Steel Tube Using Time Reversal MethodShi Yan0Jinzhi Fu1Wei Sun2Baohui Qi3Fuxue Liu4School of Civil Engineering, Shenyang Jianzhu University, Shenyang, Liaoning 110168, ChinaShenzhen China Overseas Construction Limited, Shenzhen, Guangdong 518057, ChinaSchool of Civil Engineering, Shenyang Jianzhu University, Shenyang, Liaoning 110168, ChinaBuilding Research Institute, Angang Construction Group, Anshan, Liaoning 114001, ChinaBuilding Research Institute, Angang Construction Group, Anshan, Liaoning 114001, ChinaA smart aggregate-based approach is proposed for the concrete compactness detection of concrete filled steel tube (CFST) columns. The piezoceramic-based smart aggregates (SAs) were embedded in the predetermined locations prior to the casting of concrete columns to establish a wave-based smart sensing system for the concrete compactness detection purpose. To evaluate the efficiency of the developed approach, six specimens of the CFST columns with the rectangular cross-section were produced by placing some artificial defects during casting of concrete for simulating various uncompacted voids such as cavities, cracks, and debond. During the test, the time reversal technology was applied to rebuild the received signals and launch the reversed signals again by SAs, to overcome the issue of the lack of the prototype. Based on the proposed nonprototype, two indices of time reversibility (TR) and symmetry (SYM) were applied to relatively evaluate the level of concrete compactness in the range of the two SAs. The experimental results show that the developed method can effectively detect the compactness of concrete in CFST columns.http://dx.doi.org/10.1155/2014/909682
collection DOAJ
language English
format Article
sources DOAJ
author Shi Yan
Jinzhi Fu
Wei Sun
Baohui Qi
Fuxue Liu
spellingShingle Shi Yan
Jinzhi Fu
Wei Sun
Baohui Qi
Fuxue Liu
PZT-Based Detection of Compactness of Concrete in Concrete Filled Steel Tube Using Time Reversal Method
Mathematical Problems in Engineering
author_facet Shi Yan
Jinzhi Fu
Wei Sun
Baohui Qi
Fuxue Liu
author_sort Shi Yan
title PZT-Based Detection of Compactness of Concrete in Concrete Filled Steel Tube Using Time Reversal Method
title_short PZT-Based Detection of Compactness of Concrete in Concrete Filled Steel Tube Using Time Reversal Method
title_full PZT-Based Detection of Compactness of Concrete in Concrete Filled Steel Tube Using Time Reversal Method
title_fullStr PZT-Based Detection of Compactness of Concrete in Concrete Filled Steel Tube Using Time Reversal Method
title_full_unstemmed PZT-Based Detection of Compactness of Concrete in Concrete Filled Steel Tube Using Time Reversal Method
title_sort pzt-based detection of compactness of concrete in concrete filled steel tube using time reversal method
publisher Hindawi Limited
series Mathematical Problems in Engineering
issn 1024-123X
1563-5147
publishDate 2014-01-01
description A smart aggregate-based approach is proposed for the concrete compactness detection of concrete filled steel tube (CFST) columns. The piezoceramic-based smart aggregates (SAs) were embedded in the predetermined locations prior to the casting of concrete columns to establish a wave-based smart sensing system for the concrete compactness detection purpose. To evaluate the efficiency of the developed approach, six specimens of the CFST columns with the rectangular cross-section were produced by placing some artificial defects during casting of concrete for simulating various uncompacted voids such as cavities, cracks, and debond. During the test, the time reversal technology was applied to rebuild the received signals and launch the reversed signals again by SAs, to overcome the issue of the lack of the prototype. Based on the proposed nonprototype, two indices of time reversibility (TR) and symmetry (SYM) were applied to relatively evaluate the level of concrete compactness in the range of the two SAs. The experimental results show that the developed method can effectively detect the compactness of concrete in CFST columns.
url http://dx.doi.org/10.1155/2014/909682
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