Behavior of Engineered cement composites in Shear Predominant Regions

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dc.contributor.guideRao , N V Ramanaen_US
dc.contributor.guideRao, T D Gunneswara Raoen_US
dc.coverage.spatialCivil Engineeringen_US
dc.creator.researcherReddy, L Sudheeren_US
dc.date.accessioned2014-06-26T06:56:14Z
dc.date.available2014-06-26T06:56:14Z
dc.date.awardedn.d.en_US
dc.date.completed2013en_US
dc.date.issued2014-06-26
dc.date.registeredn.d.en_US
dc.description.abstractMost of the research studies have predicted the shear strength of Steel Fiber Reinforced Concrete (SFRC) beams without shear newlinereinforcement, which provide wide range of equations considering different parameters. These equations are still in research papers and are not incorporated by any design codes. Another potential reason for newlinethe lack of shear design provisions is the fact that the shear resistance newlinemechanisms for Reinforced Concrete (RC) beams are not fully newlineunderstood. When steel fibers are added to RC beams, these newlinemechanisms become even more complicated. The research is scanty newlineon shear behaviour of HSC beams with fiber termed as High Strength newlineSteel Fiber Reinforced Concrete (HSSFRC). Thus the objectives of the newlineresearch are stated as: newlineen_US
dc.description.noteReferences p. 223-231en_US
dc.format.accompanyingmaterialNoneen_US
dc.format.dimensions-en_US
dc.format.extent231 p.en_US
dc.identifier.urihttp://hdl.handle.net/10603/19830
dc.languageEnglishen_US
dc.publisher.institutionFaculty of Civil Engineeringen_US
dc.publisher.placeKukatpallyen_US
dc.publisher.universityJawaharlal Nehru Technological University, Hyderabaden_US
dc.relation97en_US
dc.rightsuniversityen_US
dc.source.inflibnetINFLIBNETen_US
dc.subject.keywordcementen_US
dc.subject.keywordcompositesen_US
dc.subject.keywordEngineereden_US
dc.subject.keywordPredominanten_US
dc.subject.keywordRegionsen_US
dc.titleBehavior of Engineered cement composites in Shear Predominant Regionsen_US
dc.title.alternative-en_US
dc.type.degreePh.D.en_US

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