Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/432519
Title: Application of fibre reinforced rubcrete in structures subjected to impact load
Researcher: Raj, Anand
Guide(s): Nagarajan, Praveen and Shashikala, A P
Keywords: Concrete
Engineering
Engineering and Technology
Engineering Civil
Reinforced concrete
University: National Institute of Technology Calicut
Completed Date: 2021
Abstract: The ability of concrete to withstand significant compressive stress is a well-known fact. newlineThe inability of concrete to withstand tension has also been well established. Steel newlinereinforcements can bolster the tension carrying capacity of concrete. Thus, the use of newlinereinforced concrete became prominent across the globe. But some of the structural newlineelements like railway sleepers, crash barriers, kerbs, fencing posts, berthing structures, newlinesea walls etc., need to withstand significant impact loads. It has been found that in the newlinemodern scenario, improvements have to be made to the energy absorption capacity of newlineconcrete. One of the techniques adopted to improve the energy absorption capacity of newlineconcrete is by replacing a particular volume of fine aggregates with worn-out tyre crumb newlinerubber. Concrete produced by substituting the mineral aggregates with tyre rubber newlineparticles is known as rubber concrete (Rubcrete). The problem associated with rubcrete newlineis its decreased strength characteristics when compared to conventional concrete. In order newlineto improve the strength characteristics of rubcrete and establish better crack control, newlinefibres were added to rubcrete. Steel fibres help to induce better macrocrack control in newlineconcrete, whereas polypropylene fibres impart the ability to regulate microcracks in newlineconcrete. The use of fibres in concrete can also result in an increase in the energy newlineabsorption capacity of concrete. Such a concrete (fibre reinforced rubcrete) has the newlinepotential to resist high impact loads. However, the suitability of utilising fibre reinforced newlinerubcrete in structural elements subjected to high impact loads can only be ascertained newlineafter conducting systematic experimental and numerical studies. Therefore, in this study, newlineattempts have been made to assess the feasibility of using fibre reinforced rubcrete in newlinestructural elements such as prestressed concrete sleepers, crash barriers, fencing posts, newlineand kerbs. newline newline
Pagination: 
URI: http://hdl.handle.net/10603/432519
Appears in Departments:CIVIL ENGINEERING

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01_title.pdfAttached File77.22 kBAdobe PDFView/Open
02_prelim pages.pdf204.7 kBAdobe PDFView/Open
03_content.pdf41.44 kBAdobe PDFView/Open
04_abstract.pdf82.84 kBAdobe PDFView/Open
05_chapter 1.pdf558.08 kBAdobe PDFView/Open
06_chapter 2.pdf147.73 kBAdobe PDFView/Open
07_chapter 3.pdf1.03 MBAdobe PDFView/Open
08_chapter 4.pdf1.86 MBAdobe PDFView/Open
09_annexures.pdf198.26 kBAdobe PDFView/Open
80_recommendation.pdf105.83 kBAdobe PDFView/Open
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