Interface Debonding Detection of Precast Segmental Concrete Beams (PSCBs) Using Piezoceramic Transducer-Based Active Sensing Approach
An active sensing approach using piezoceramic induced stress wave is proposed to provide monitoring and early warning for the development of interface debonding damage of precast segmental concrete beams (PSCBs). Three concrete specimens with toothed interfaces were fabricated and bonded with high-s...
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| Veröffentlicht in: | Mathematical problems in engineering 2019, Vol.2019 (2019), p.1-11 |
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| creator | Hei, Chuang Yin, Xinfeng Zhang, Ming Liu, Yang Wang, Lei |
| description | An active sensing approach using piezoceramic induced stress wave is proposed to provide monitoring and early warning for the development of interface debonding damage of precast segmental concrete beams (PSCBs). Three concrete specimens with toothed interfaces were fabricated and bonded with high-strength epoxy resin adhesive to form PSCBs. Smart aggregates (SAs) embedded in concrete specimens are used as actuators and sensors. The PSCBs are subjected to periodic loading with hydraulic jack to test the different degrees of debonding damage. The experimental results of time-domain and frequency-domain analysis clearly show that the amplitude of the signal received by the piezoceramic sensor is reduced when debonding crack occurs. The energy analysis and damage index based on wavelet packet can be used to determine the existence and severity of interface debonding damage in PSCBs. The experimental research validates the feasibility of monitoring the interface debonding damage in PSCBs using SA transducers based on active sensing technique. |
| doi_str_mv | 10.1155/2019/8725021 |
| format | Article |
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Three concrete specimens with toothed interfaces were fabricated and bonded with high-strength epoxy resin adhesive to form PSCBs. Smart aggregates (SAs) embedded in concrete specimens are used as actuators and sensors. The PSCBs are subjected to periodic loading with hydraulic jack to test the different degrees of debonding damage. The experimental results of time-domain and frequency-domain analysis clearly show that the amplitude of the signal received by the piezoceramic sensor is reduced when debonding crack occurs. The energy analysis and damage index based on wavelet packet can be used to determine the existence and severity of interface debonding damage in PSCBs. The experimental research validates the feasibility of monitoring the interface debonding damage in PSCBs using SA transducers based on active sensing technique.</description><identifier>ISSN: 1024-123X</identifier><identifier>EISSN: 1563-5147</identifier><identifier>DOI: 10.1155/2019/8725021</identifier><language>eng</language><publisher>Cairo, Egypt: Hindawi Publishing Corporation</publisher><subject>Actuators ; Adhesive strength ; Bond strength ; Bonding strength ; Civil engineering ; Concrete ; Cracks ; Damage ; Debonding ; Detection ; Epoxy resins ; Frequency analysis ; Frequency domain analysis ; Heat detection ; Jacks (lifts) ; Mathematical problems ; Monitoring ; Precast concrete ; Propagation ; Sensors ; Smart materials ; Stress waves ; Test methods ; Time domain analysis ; Transducers ; Wavelet analysis</subject><ispartof>Mathematical problems in engineering, 2019, Vol.2019 (2019), p.1-11</ispartof><rights>Copyright © 2019 Yang Liu et al.</rights><rights>Copyright © 2019 Yang Liu et al. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. http://creativecommons.org/licenses/by/4.0</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c360t-d50c2d86d01c0993728e70c6fc603a94a1b315faadc2c9eab4511a944e98040d3</citedby><cites>FETCH-LOGICAL-c360t-d50c2d86d01c0993728e70c6fc603a94a1b315faadc2c9eab4511a944e98040d3</cites><orcidid>0000-0002-0810-263X ; 0000-0002-5911-979X</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,4022,27922,27923,27924</link.rule.ids></links><search><contributor>Samborski, Sylwester</contributor><contributor>Sylwester Samborski</contributor><creatorcontrib>Hei, Chuang</creatorcontrib><creatorcontrib>Yin, Xinfeng</creatorcontrib><creatorcontrib>Zhang, Ming</creatorcontrib><creatorcontrib>Liu, Yang</creatorcontrib><creatorcontrib>Wang, Lei</creatorcontrib><title>Interface Debonding Detection of Precast Segmental Concrete Beams (PSCBs) Using Piezoceramic Transducer-Based Active Sensing Approach</title><title>Mathematical problems in engineering</title><description>An active sensing approach using piezoceramic induced stress wave is proposed to provide monitoring and early warning for the development of interface debonding damage of precast segmental concrete beams (PSCBs). Three concrete specimens with toothed interfaces were fabricated and bonded with high-strength epoxy resin adhesive to form PSCBs. Smart aggregates (SAs) embedded in concrete specimens are used as actuators and sensors. The PSCBs are subjected to periodic loading with hydraulic jack to test the different degrees of debonding damage. The experimental results of time-domain and frequency-domain analysis clearly show that the amplitude of the signal received by the piezoceramic sensor is reduced when debonding crack occurs. The energy analysis and damage index based on wavelet packet can be used to determine the existence and severity of interface debonding damage in PSCBs. The experimental research validates the feasibility of monitoring the interface debonding damage in PSCBs using SA transducers based on active sensing technique.</description><subject>Actuators</subject><subject>Adhesive strength</subject><subject>Bond strength</subject><subject>Bonding strength</subject><subject>Civil engineering</subject><subject>Concrete</subject><subject>Cracks</subject><subject>Damage</subject><subject>Debonding</subject><subject>Detection</subject><subject>Epoxy resins</subject><subject>Frequency analysis</subject><subject>Frequency domain analysis</subject><subject>Heat detection</subject><subject>Jacks (lifts)</subject><subject>Mathematical problems</subject><subject>Monitoring</subject><subject>Precast concrete</subject><subject>Propagation</subject><subject>Sensors</subject><subject>Smart materials</subject><subject>Stress waves</subject><subject>Test methods</subject><subject>Time domain analysis</subject><subject>Transducers</subject><subject>Wavelet analysis</subject><issn>1024-123X</issn><issn>1563-5147</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><sourceid>RHX</sourceid><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNqF0EtLAzEUBeBBFKzVnWsJuFF0bB6TeSzb-ioULLQFd8Ntcqed0mZqMlV07_82dQouXeUmfDkXThCcM3rHmJQdTlnWSRMuKWcHQYvJWISSRcmhnymPQsbF63Fw4tySeiFZ2gq-B6ZGW4BCco-zyujSzP1Uo6rLypCqICOLClxNxjhfo6lhRfqVUdYT0kNYO3I1Gvd77ppM3e7vqMSvSqGFdanIxIJxeuuvYQ8catL1se_os8wv7m42tgK1OA2OClg5PNuf7WD6-DDpP4fDl6dBvzsMlYhpHWpJFddprClTNMtEwlNMqIoLFVMBWQRsJpgsALTiKkOYRZIx_x5hltKIatEOLptcv_Zti67Ol9XWGr8y54JK31ySZl7dNkrZyjmLRb6x5RrsZ85ovis63xWd74v2_Kbhi9Jo-Cj_0xeNRm-wgD_NsiQVifgB0ceHYw</recordid><startdate>2019</startdate><enddate>2019</enddate><creator>Hei, Chuang</creator><creator>Yin, Xinfeng</creator><creator>Zhang, Ming</creator><creator>Liu, Yang</creator><creator>Wang, Lei</creator><general>Hindawi Publishing Corporation</general><general>Hindawi</general><general>Hindawi Limited</general><scope>ADJCN</scope><scope>AHFXO</scope><scope>RHU</scope><scope>RHW</scope><scope>RHX</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7TB</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>ARAPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>CWDGH</scope><scope>DWQXO</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>HCIFZ</scope><scope>JQ2</scope><scope>K7-</scope><scope>KR7</scope><scope>L6V</scope><scope>M7S</scope><scope>P5Z</scope><scope>P62</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope><orcidid>https://orcid.org/0000-0002-0810-263X</orcidid><orcidid>https://orcid.org/0000-0002-5911-979X</orcidid></search><sort><creationdate>2019</creationdate><title>Interface Debonding Detection of Precast Segmental Concrete Beams (PSCBs) Using Piezoceramic Transducer-Based Active Sensing Approach</title><author>Hei, Chuang ; 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Three concrete specimens with toothed interfaces were fabricated and bonded with high-strength epoxy resin adhesive to form PSCBs. Smart aggregates (SAs) embedded in concrete specimens are used as actuators and sensors. The PSCBs are subjected to periodic loading with hydraulic jack to test the different degrees of debonding damage. The experimental results of time-domain and frequency-domain analysis clearly show that the amplitude of the signal received by the piezoceramic sensor is reduced when debonding crack occurs. The energy analysis and damage index based on wavelet packet can be used to determine the existence and severity of interface debonding damage in PSCBs. The experimental research validates the feasibility of monitoring the interface debonding damage in PSCBs using SA transducers based on active sensing technique.</abstract><cop>Cairo, Egypt</cop><pub>Hindawi Publishing Corporation</pub><doi>10.1155/2019/8725021</doi><tpages>11</tpages><orcidid>https://orcid.org/0000-0002-0810-263X</orcidid><orcidid>https://orcid.org/0000-0002-5911-979X</orcidid><oa>free_for_read</oa></addata></record> |
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| subjects | Actuators Adhesive strength Bond strength Bonding strength Civil engineering Concrete Cracks Damage Debonding Detection Epoxy resins Frequency analysis Frequency domain analysis Heat detection Jacks (lifts) Mathematical problems Monitoring Precast concrete Propagation Sensors Smart materials Stress waves Test methods Time domain analysis Transducers Wavelet analysis |
| title | Interface Debonding Detection of Precast Segmental Concrete Beams (PSCBs) Using Piezoceramic Transducer-Based Active Sensing Approach |
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