The main objective of the work in this thesis is to study the Flexural Behavior of self Compacting Concrete Beams Strengthened With Carbon Fiber Reinforced Polymer Sheets.

The experimental work consists of fabrication and testing simply supported reinforced concrete self compacting concrete(SCC) beams , consists of five beams failed in flexure and each beam had 2100 mm length and (175x300)mm cross sectional dimensions, all SCC beams made from self-compacting concrete with concrete compressive strength of about 45.894 MPa were casted and tested at 28 days.