An Experimental Investigation on the Failure Behavior of a Notched Concrete Beam Strengthened with Carbon Fiber-Reinforced Polymer

Table 2

The specific proportion for component material.

Material	Cement	Coarse aggregate	Fine aggregate	Water	Concrete admixture	Fly-ash
Weight per concrete cubic meter (kg)	300	615	1210	185	6.60	95
Mass ratio	1.000	2.050	4.033	0.617	0.022	0.317