Influence of Fiber Orientation on the Shear Properties of Steel Fiber-Reinforced Reactive Powder Concrete Beams

Table 4

Computing process of for SFRPC.

Sample type	The specimen variable (%)		λ
SFRPC	L20-R1	100	1.5	0.5	82.71	87.06	4.52
	L30-R1	150	1.5	0.75	82.71	87.06	4.72
	L40-R1	200	1.5	1	82.71	87.06	4.88
	L20-R2	100	1.5	1	82.71	87.06	4.88
	L30-R2	150	1.5	1.5	82.71	87.06	5.16
	L40-R2	200	1.5	2	82.71	87.06	5.40