Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/19035
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dc.coverage.spatialCivil Engineeringen_US
dc.date.accessioned2014-06-09T05:30:50Z-
dc.date.available2014-06-09T05:30:50Z-
dc.date.issued2014-06-09-
dc.identifier.urihttp://hdl.handle.net/10603/19035-
dc.description.abstractAmong the various types of fibers used in the preparation of Fiber Reinforced Concrete (FRC), glass fibers come under the category of non metallic and inorganic type. By making use of Alkali Resistant glass fibers, a very useful FRC composite can be made. This possesses enhanced properties like more tensile strength, energy absorption and newlinecorrosion resistance. Researchers all over the world are working on GFRC composites and glass fiber reinforced mortars. Limited amount of work has been done on structural applications of GFRC. In the first stage of work, Glass fibers at lower volume percentages were randomly mixed with concrete. Specimens were cast, cured and newlinetested for Compressive strength, Tensile strength and Flexural strength. The investigation showed enhanced strength and superior concrete composite is evolved. In continuation, experimental investigation was carried out to study the strength properties of GFRC, with higher volume newlinepercentages of glass fibers (ranging from 0.5 to 1.5%) randomly mixed with concrete. Higher values of Compressive, Tensile and Flexural newlinestrength were achieved and superior concrete composite evolved. Hence it was concluded that structural applications can be tried with Glass Fiber Reinforced Concrete.en_US
dc.format.extent411 p.en_US
dc.languageEnglishen_US
dc.relation-en_US
dc.rightsuniversityen_US
dc.titleStudies on Characteristics of Mixed Fiber Reinforced Concrete For Structural Applicationsen_US
dc.title.alternative-en_US
dc.creator.researcherMasood, Uroojen_US
dc.subject.keywordApplicationsen_US
dc.subject.keywordCharacteristicsen_US
dc.subject.keywordConcreteen_US
dc.subject.keywordMixeden_US
dc.subject.keywordReinforceden_US
dc.subject.keywordStructuralen_US
dc.description.noteReferences p. 386-402en_US
dc.contributor.guideSwami, B L Pen_US
dc.contributor.guideAsthana, A Ken_US
dc.publisher.placeKukatpallyen_US
dc.publisher.universityJawaharlal Nehru Technological University, Hyderabaden_US
dc.publisher.institutionFaculty of Civil Engineeringen_US
dc.date.registeredn.d.en_US
dc.date.completed2013en_US
dc.date.awardedn.d.en_US
dc.format.dimensions-en_US
dc.format.accompanyingmaterialNoneen_US
dc.type.degreePh.D.en_US
dc.source.inflibnetINFLIBNETen_US
Appears in Departments:Faculty of Civil Engineering

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01_title.pdfAttached File134.18 kBAdobe PDFView/Open
02_declaration.pdf58.52 kBAdobe PDFView/Open
03_certificate.pdf61.38 kBAdobe PDFView/Open
04_acknowledgement.pdf63.89 kBAdobe PDFView/Open
05_abstract.pdf65.83 kBAdobe PDFView/Open
06_contents.pdf82.34 kBAdobe PDFView/Open
07_list of table & figures.pdf121.93 kBAdobe PDFView/Open
08_chapter 1.pdf194.8 kBAdobe PDFView/Open
09_chapter 2.pdf272.97 kBAdobe PDFView/Open
10_chapter 3.pdf29.32 MBAdobe PDFView/Open
11_chapter 4.pdf25.39 MBAdobe PDFView/Open
12_chapter 5.pdf30.92 MBAdobe PDFView/Open
13_chapter 6.pdf13.45 MBAdobe PDFView/Open
14_chapter 7.pdf298.66 kBAdobe PDFView/Open
15_chapter 8.pdf94.58 kBAdobe PDFView/Open
16_references.pdf137.44 kBAdobe PDFView/Open
17_research paper.pdf571.38 kBAdobe PDFView/Open


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