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  Authors

R.Nesakumar,P.Sarala,K.Muthukumar

  Keywords

Push off specimen, Shear strength, Metakaolin

  Abstract


This dissertation describes an experimental investigation to evaluate the shear strength and behaviour of concrete. The main purpose of this investigation is to determine the direct shear strength of concrete using various by-products and to find out shear failures of the specimens which were tested under Universal Testing Machine (UTM). The specimen we use is Push-off specimen and in order to increase the performance and to identify the shear behaviour it has been used. Concrete is one of most extensively used construction materials in the world. Each year, the concrete industry produces approximately 12 billion Tonnes of concrete and uses about 1.6 billion Tonnes of PC worldwide. Indeed, with the manufacture of one tonnes of cement approximately 0.94 tonnes of CO2 are launched into the atmosphere. To reduce the environmental impact of cement industries, MK and other cementations materials are used to replace part of cement or as a source of new cement less materials. Since Metakaolin posses the cementations properties it is being used as a partial replacement for the cement. Here 10% 20% 30% of Metakaolin have been used as a partial replacement for cement in the concrete. High performance concrete mix design is being used here to find the shear behaviour since shear required more strength to withstand the ultimate load. Cubes and cylinders are casted and tested to find the compressive strength and split tensile strength of the concrete. four specimens are casted with side reinforcement to indentify the shear capacity between them. it helps is better understanding of the shear displacement. Four push off specimen are casted and cured for 28 days and tested in the universal testing machine or LVDT testing machine. From the results we get in the shear test the best percentage of replacement is experimentally studied The procedure involves casting, de-Moulding, curing and testing. In order to observe shear failure accurately the curing of the specimen should be done for 28days. Moreover, throughout the study using of steel fibres with concrete gives more durability, strength and long life-span.

  IJCRT's Publication Details

  Unique Identification Number - IJCRT1813119

  Paper ID - 188465

  Author type - Indian Author

  Page Number(s) - 303-309

  Pubished in - Volume 6 | Issue 2 | APRIL 2018

  DOI (Digital Object Identifier) -   

  No Of Downloads - 1126

  Author Country - 600123, India, Chennai, Chennai, India, Science & Technology

  Publisher Name - IJPUBLICATION | www.ijcrt.org | ISSN : 2320-2882

  E-ISSN Number - 2320-2882

  Published Paper PDF : - http://www.ijcrt.org/papers/IJCRT1813119

  Published Paper URL: : - http://ijcrt.org/viewfull.php?&p_id=IJCRT1813119

  Published Paper PDF Downlaod: - download.php?file=IJCRT1813119

  Cite this article

R.Nesakumar,P.Sarala,K.Muthukumar,   "EXPERIMENTAL INVESTIGATION ON SHEAR STRENGTH OF HIGH PERFORMANCE CONCRETE WITH METAKAOLIN UNDER DIRECT SHEARING", International Journal of Creative Research Thoughts (IJCRT), ISSN:2320-2882, Volume.6, Issue 2, pp.303-309, APRIL 2018, Available at :http://www.ijcrt.org/papers/IJCRT1813119.pdf

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