[Retracted] Effect of Grey and White Portland Cement Fillers on Flexural and Shear Strength of GFRP Composite Material

Table 2

Flexural test results.

S. no.	Specimen code	Maximum force (N)	Maximum deflection (mm)	Flexural strength (MPa)	Flexural modulus at 1% strain (GPa)
1	C1	179.51	5.130	168.29	5.91
2	C2	198.81	2.434	165.66	6.40
3	C3	239.39	4.070	196.21	6.87
4	C4	235.66	2.753	232.19	8.70
5	C5	191.99	2.015	172.55	5.44
6	C6	210.13	3.650	215.26	8.65
7	C7	186.09	3.693	181.67	7.44