Experimental Study on Fly Ash Based Slurry Infiltrated Fiber Concrete Beam Incorporate with Lathe Waste
Published: 2018
Author(s) Name: G. Balaji and R. Vetturayasudharsanan |
Author(s) Affiliation: Assist. Prof., Dept. of Civil Engg., M. Kumarasamy College of Engg., Tamil Nadu, India.
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Abstract
The main responsibility of a Civil Engineer
is to provide a safe working environment to future
developments. The ultimate objective of this study is to
know the behavior of SIFCON beam while adding lathe
waste into that. SIFCON have high strength as well as
large ductility because of its tensile strength was high. In
this experiment is done in two stages. In initial stage fly
ash must be added in the various proportion, i.e. 10%,
20%, 30%, 40%, 50% and 60% from which optimum fly
ash additive is obtained. In addition to that lathe waste is
added to concrete in various proportion, i.e. 2%, 4%, 6%
and 8% is done to get optimum lathe waste level. At the
age of 28 days the SIFCON beam is tested up to failure for
determining its structural behavior.
Keywords: Deflection, Ductility factor, Flexural strength, Fly ash, Steel fiber (Lathe waste), Stiffness.
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