EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF THE SELF-COMPACTING CONCRETE WITH HYBRID FIBRES

This Research studies, In recent years, Self-compac ting concrete (SCC) can be considered as a concrete which has little resistance to flow so t hat it can be placed and compacted under its own weight with little or no vibration effort, yet possesses enough viscosity to be handled without segregation or bleeding. Several tests such as slump flow, V-funnel, L-box has carried out to determine optimum parameters for the self-compatibility of mixtures. In this article SCC plain and SCC hybrid fibres has compared. The current study includes a practical program considers the effect of adding Nylon e-300 fibre and Nylon tuff fibre to structural behavior of self-compacting concrete such as compressive strength and flexural strength behavior represent by mix proportion-strength curves.