Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/466431
Title: Experimental Investigations Into Fracture and Fatigue Behavior Of Plain and Reinforced Concrete Beams Using Acoustic Emission Technique
Researcher: Prashanth, M H
Guide(s): Chandra Kishen, J M
Keywords: Engineering
Engineering and Technology
Engineering Civil
University: Indian Institute of Science Bangalore
Completed Date: 2018
Abstract: Concrete is the most widely used material in the world for construction of infrastructures and there are quite a few gaps in understanding its behaviour under different loads. Fracture in concrete occurs at pre-existing crack tip upon the formation of a fracture process zone (FPZ) with several toughening mechanisms such as micro-cracking, aggregate bridging, crack branching etc., taking place resulting in energy dissipation, which resists further crack propagation. This FPZ is responsible for the post-peak softening response under tension and size effect. The behaviour of reinforced concrete depends on the combined action of concrete and its embedded longitudinal reinforcement. The study of fracture in reinforced concrete is much more complex due to micro-structural changes in concrete, interaction between the concrete and steel and bond between them. There may be other failure mechanisms involved, such as yielding and slippage of steel, and de-lamination between steel and concrete. Under inadequate provision of stirrups or in the case of deep beams, a beam subjected to transverse loads tends to fail by shear. There is a need to develop analytical models which can address failure under shear using the fracture mechanics theory in order to reflect the size effect and the failure mechanisms. In addition, combined flexural and shear mode of failure in reinforced concrete structures also needs to be studied by considering the internal microcracking mechanisms and the effect of size. Bridge decks, highway pavements, airport pavements and offshore structures made of reinforced concrete are subjected to variable amplitude fatigue loading. The mechanism of fatigue in concrete is not yet clearly understood when compared to metallic materials. Hence, it is important to characterize the behaviour of concrete structures subjected to fatigue loading and understand the fracture mechanisms. In this research work, the problems listed above are addressed through experimental investigations into fracture and fatigue behavior of...
Pagination: 
URI: http://hdl.handle.net/10603/466431
Appears in Departments:Civil Engineering

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01_title page.pdfAttached File71.35 kBAdobe PDFView/Open
02_prelim pages.pdf190.02 kBAdobe PDFView/Open
03_table of content.pdf80.5 kBAdobe PDFView/Open
04_abstract.pdf59.98 kBAdobe PDFView/Open
05_chapter 1.pdf136.17 kBAdobe PDFView/Open
06_chapter 2.pdf221.23 kBAdobe PDFView/Open
07_chapter 3.pdf2.34 MBAdobe PDFView/Open
08_chapter 4.pdf7.83 MBAdobe PDFView/Open
09_chapter 5.pdf6.71 MBAdobe PDFView/Open
10_chapter 6.pdf9.91 MBAdobe PDFView/Open
11_chapter 7.pdf743.12 kBAdobe PDFView/Open
12_chapter 8.pdf3.6 MBAdobe PDFView/Open
13_annexure.pdf130.06 kBAdobe PDFView/Open
80_recommendation.pdf106.77 kBAdobe PDFView/Open
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