Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/340453
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dc.coverage.spatialInvestigation on engineered cementitious composites with hybrid fibers
dc.date.accessioned2021-09-15T04:13:33Z-
dc.date.available2021-09-15T04:13:33Z-
dc.identifier.urihttp://hdl.handle.net/10603/340453-
dc.description.abstractConcrete is a relatively brittle material when it is subjected to normal stresses and impact loads, whereas the tensile strength of concrete is approximately one tenth of its compressive strength. So, the reinforcement in concrete is used in order to withstand tensile stress and to recompense for the lack of ductility and strength. The addition of fiber reinforcement considerably increases the strength of concrete, but inorder to produce concrete with homogenous tensile properties, the development of micro cracks must be controlled. Introduction of fibers in concrete has been brought in as a solution to develop concrete with improved flexural and tensile strength. The purpose of adding fiber is for extensive post cracking behaviour and to considerably enhances the energy absorption capacity and ductility of the composite. Engineered Cementitious Concrete (ECC) is a new generation High Performance Fiber Reinforced Cementitious Composite (HPFRCC) similar to fiber reinforced concrete. ECC has remarkable ductility with medium fiber content, it also ECC has the mixture of sand, cement, water, fiber, and chemical additives without any coarse aggregate in so as to maintain the unique properties of the ECC. It exhibits more tensile strain value ranging from 3% to 7% for the volume fraction of fiber around 2% or less. It also exhibits strain capacities 500 600 times higher than normal concrete. The experimental research carried out in this thesis is based on the use of different types of fiber in a single ECC mix. This attempt was made to obtain better tensile strength, strain hardening and flexural toughness for application of ECC in various structural and non structural applications. Themain objective of this thesis is to develop the Hybrid Engineered Cementitious Composites (HECC) with low modulus and high modulus fibers. In this research work, four different fibers were used such as Poly Vinyl Alcohol (PVA), Polypropylene (PP), Glass and Steel. These fibers were used in monolithic hydrid form in the ECC for the volume
dc.format.extentxxvii,274 p.
dc.languageEnglish
dc.relationp.264-273
dc.rightsuniversity
dc.titleInvestigation on engineered cementitious composites with hybrid fibers
dc.title.alternative
dc.creator.researcherKrishnaraja, A R
dc.subject.keywordCementitious composites
dc.subject.keywordHybrid fibers
dc.subject.keywordConcrete
dc.description.note
dc.contributor.guideAnandakumar, S
dc.publisher.placeChennai
dc.publisher.universityAnna University
dc.publisher.institutionFaculty of Civil Engineering
dc.date.registeredn.d.
dc.date.completed2021
dc.date.awarded2021
dc.format.dimensions21cm
dc.format.accompanyingmaterialNone
dc.source.universityUniversity
dc.type.degreePh.D.
Appears in Departments:Faculty of Civil Engineering

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02_certificates.pdf374.03 kBAdobe PDFView/Open
03_vivaproceedings.pdf611.87 kBAdobe PDFView/Open
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05_abstracts.pdf29.04 kBAdobe PDFView/Open
06_acknowledgements.pdf457.16 kBAdobe PDFView/Open
07_contents.pdf37.13 kBAdobe PDFView/Open
08_listoftables.pdf23.2 kBAdobe PDFView/Open
09_listoffigures.pdf45.04 kBAdobe PDFView/Open
10_listofabbreviations.pdf12.96 kBAdobe PDFView/Open
11_chapter1.pdf124.06 kBAdobe PDFView/Open
12_chapter2.pdf573.03 kBAdobe PDFView/Open
13_chapter3.pdf11.71 MBAdobe PDFView/Open
14_chapter4.pdf248.99 kBAdobe PDFView/Open
15_chapter5.pdf13.14 MBAdobe PDFView/Open
16_chapter6.pdf483.87 kBAdobe PDFView/Open
17_conclusion.pdf52.52 kBAdobe PDFView/Open
18_references.pdf78.62 kBAdobe PDFView/Open
19_listofpublications.pdf31.02 kBAdobe PDFView/Open
80_recommendation.pdf80.36 kBAdobe PDFView/Open


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