Evaluation of Selected Physicomechanical Properties of SFRC according to Different Standards

Table 6

Assessment of the residual tensile strength in bending at a deflection of 3.5 mm according to the Austrian Standard [16], Performance classes of SFRC [17], and TP FC 1-1 [15] in MPa.

Concrete mixture		ÖVBB	Performance classes of SFRC	TP FC 1-1
		T	ekvßBZ,3	ffc,tm,res,1
REF	C 16/20	0.38	3.59	0.30
	C 20/25	3.09	3.96	0.90
	C 25/30	1.27	3.61	0.50
	C 30/37	2.06	2.68	0.10
20 kg	C 16/20	0.74	0.86	0.40
	C 20/25	0.80	1.31	0.30
	C 25/30	1.01	2.10	0.50
	C 30/37	1.07	2.26	0.40
25 kg	C 16/20	1.06	1.48	0.50
	C 20/25	0.69	2.21	0.40
	C 25/30	0.97	2.21	0.50
	C 30/37	1.98	2.60	0.70
30 kg	C 16/20	1.48	2.48	0.70
	C 20/25	1.95	3.03	0.90
	C 25/30	1.33	1.54	0.60
	C 30/37	1.63	2.26	0.60