Experimental Study on Composite Floor Panels

This paper presents experimental investigations carried out on various composite floor deck panel systems. The effects of parameters such as concrete shear length, steel thickness, and thickness the flexural behavior panels were examined. Shear tests identical specimens with four different span lengths. Four-point single-span double-span specimens. stress-slip, load-deformation, moment-curvature behaviors compared. From test results, effect strength between corrugated sheets governs failure mechanisms test, if there is no connector. In all became due to slippage concrete.