Evaluation of Selected Physicomechanical Properties of SFRC according to Different Standards

Table 5

Assessment of the tensile strength in bending according to the Austrian standard (ÖVB) [20], Performance classes of SFRC [6], and TP FC 1-1 [10] in MPa.

Concretemixtures		ÖVBB	Performance classesof SFRC	TP FC 1-1
Referential	C 16/20	3.8	4.5	4.1
	C 20/25	4.9	5.0	5.1
	C 25/30	4.2	4.7	4.4
	C 30/37	5.0	4.8	5. 0
20 kg	C 16/20	3.8	4.2	4.0
	C 20/25	3.7	4.2	3.9
	C 25/30	4.6	5.1	4.8
	C 30/37	4.9	4.8	5.0
25 kg	C 16/20	3.9	4.5	4.2
	C 20/25	3.9	3.9	4.0
	C 25/30	4.3	4.2	4.5
	C 30/37	5.1	5.5	5.4
30 kg	C 16/20	3.8	3.7	4.0
	C 20/25	4.9	5.2	5.1
	C 25/30	3.8	3.9	3.8
	C 30/37	5.7	5.6	5.8