Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/557963
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dc.coverage.spatial
dc.date.accessioned2024-04-16T08:13:37Z-
dc.date.available2024-04-16T08:13:37Z-
dc.identifier.urihttp://hdl.handle.net/10603/557963-
dc.description.abstractThis study delves into the innovative use of waste polypropylene-terephthalate (PET) newlinefibers sourced from discarded bottles to elevate the performance of concrete. In an effort to address environmental concerns surrounding plastic waste, particularly PET, this research aims to contribute to sustainable construction practices by repurposing these materials. The investigation involved the creation of 14 concrete batches, varying in PET fiber content from 0% to 1.5% by volume, for both M25 and M40 concrete grades. M25 and M40 concrete grades are chosen for fiber concrete due to their structural adequacy, compatibility with reinforcing fibers, design flexibility, and cost-effectiveness. This range offers a balance between performance and economic considerations, making it suitable for various construction projects. newlineGlobal PET production reached 87.16 million metric tons in 2022, yet a significant newlineamount ends up as plastic waste in the environment after a single use. Only 28.4% of PET is recycled, with the rest discarded, posing a major environmental challenge. Recycling efforts face hurdles like contamination and inadequate infrastructure, leading to pollution and ecological harm. Innovations and regulations aim to improve PET waste management, emphasizing a circular economy and collaboration among stakeholders to reduce its environmental impact. The findings revealed a noteworthy improvement in the splitting tensile strength of concrete when PET fibers were incorporated, with optimal enhancement observed at 1.5% inclusion. However, compressive and flexural strengths exhibited a marginal decline beyond a PET fiber content of 1% by volume. This suggests that PET fiberreinforced concrete can be employed effectively in construction scenarios that demand lower-strength and lightweight materials, thus presenting a dual advantage of cost reduction and sustainability by repurposing PET waste. Seven exterior beam-to-column connections were modeled.
dc.format.extent
dc.languageEnglish
dc.relation
dc.rightsuniversity
dc.titleBeam Column Joint Parametric Study for Conventional Reinforced and Waste Plastic Fiber Concrete Frame Under Seismic Condition
dc.title.alternative
dc.creator.researcherPatel, Nirav M
dc.subject.keywordEngineering
dc.subject.keywordEngineering and Technology
dc.subject.keywordEngineering Civil
dc.description.note
dc.contributor.guidePatel, M. N.
dc.publisher.placeVadodara
dc.publisher.universityParul University
dc.publisher.institutionDepartment of Civil Engineering
dc.date.registered2019
dc.date.completed2024
dc.date.awarded2024
dc.format.dimensions
dc.format.accompanyingmaterialDVD
dc.source.universityUniversity
dc.type.degreePh.D.
Appears in Departments:Department of Civil Engineering

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01_title.pdfAttached File118.79 kBAdobe PDFView/Open
02_prelim pages.pdf3.96 MBAdobe PDFView/Open
03_content.pdf383.73 kBAdobe PDFView/Open
04_abstract.pdf381.39 kBAdobe PDFView/Open
05_chapter 1.pdf581.3 kBAdobe PDFView/Open
06_chapter 2.pdf645.72 kBAdobe PDFView/Open
07_chapter 3.pdf488.81 kBAdobe PDFView/Open
08_chapter 4.pdf970.33 kBAdobe PDFView/Open
09_chapter 5.pdf1.26 MBAdobe PDFView/Open
10_chapter 6.pdf5.01 MBAdobe PDFView/Open
11_chapter 7.pdf487.49 kBAdobe PDFView/Open
12_annexures.pdf6.6 MBAdobe PDFView/Open
80_recommendation.pdf605.77 kBAdobe PDFView/Open


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