Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/547625
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dc.coverage.spatialStructural health monitoring of RC beams at lap splices of tensile steel bars using bonded piezoelectric transducers
dc.date.accessioned2024-02-26T11:57:40Z-
dc.date.available2024-02-26T11:57:40Z-
dc.identifier.urihttp://hdl.handle.net/10603/547625-
dc.description.abstractLap splices in steel bars of Reinforced Concrete (RC) structures must newlinebe continuously monitored using Structural Health Monitoring (SHM) newlinetechniques. Among various forms of splicing of reinforcement including lap newlinesplicing, mechanical splicing and welded splicing, lap type of splicing was newlineproven to be effective in various applications and has been adopted invariably in newlineall type of RC elements. Lap splices are employed in members that require long newlinecontinuous reinforcement. The bond between the reinforcement, such as steel newlinebar, and the concrete affects the structural performance of concrete newlineconstructions. Cracking, crack severity, deflection, structural strength, energy newlineabsorption, and dissipation capacity are all indicators of resistance to this bond. newlineTo provide a dependable force transmission, the required development Length newline(Ld) in tension must be provided while design elements such as diameter, newlineconcrete cover, rebar position, rebar surface texture, bond, unit weight newlineof concrete, and confinement are taken into account. The splitting and brittle newlinefailure of concrete at lap splices of steel rebars are inevitable due to the newlineinadequate lap length of reinforcing steel, insufficient confining reinforcement newlineat lap zones and improper selection to position the lapping of reinforcing steel newlinebars of RC structures. These result in tragic events involving civil infrastructure, newlinesuch as bridges or building collapses, and can cause a large number of fatalities newlineas well as social and economic consequences. As a result, when a lap splice is newlineused, loading, condition evaluation and monitoring must be considered for SHM newlineapplications. Transducers made of Piezoelectric lead Zirconatetitanate (PZT) are newlineincreasingly being employed to monitor diverse engineering constructions due newlineto their advantages of active sensing, low cost, quick response, availability in newlinedifferent shapes, and simplicity for implementation. newline newline
dc.format.extentxxiii,156p.
dc.languageEnglish
dc.relationp.148-155
dc.rightsuniversity
dc.titleStructural health monitoring of RC beams at lap splices of tensile steel bars using bonded piezoelectric transducers
dc.title.alternative
dc.creator.researcherRegupathi, R
dc.subject.keywordEngineering
dc.subject.keywordEngineering and Technology
dc.subject.keywordEngineering Civil
dc.subject.keywordLap splices
dc.subject.keywordReinforced Concrete
dc.subject.keywordStructural Health Monitoring
dc.description.note
dc.contributor.guideJayaguru, C
dc.publisher.placeChennai
dc.publisher.universityAnna University
dc.publisher.institutionFaculty of Civil Engineering
dc.date.registered
dc.date.completed2023
dc.date.awarded2023
dc.format.dimensions21cm.
dc.format.accompanyingmaterialNone
dc.source.universityUniversity
dc.type.degreePh.D.
Appears in Departments:Faculty of Civil Engineering

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01_title.pdfAttached File26 kBAdobe PDFView/Open
02_prelim pages.pdf3.5 MBAdobe PDFView/Open
03_content.pdf67.43 kBAdobe PDFView/Open
04_abstract.pdf56.39 kBAdobe PDFView/Open
05_chapter1.pdf617.26 kBAdobe PDFView/Open
06_chapter2.pdf1.37 MBAdobe PDFView/Open
07_chapter3.pdf755.63 kBAdobe PDFView/Open
08_chapter4.pdf1.13 MBAdobe PDFView/Open
09_chapter5.pdf1.91 MBAdobe PDFView/Open
10_chapter6.pdf2.22 MBAdobe PDFView/Open
11_chapter7.pdf113.42 kBAdobe PDFView/Open
12_annexures.pdf3.6 MBAdobe PDFView/Open
80_recommendation.pdf72.57 kBAdobe PDFView/Open


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