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Table 1 Mean tensile material properties of UHPFRC based on inverse analysis of beams

From: Experimental and Analytical Investigation of Deflection of R-UHPFRC Beams Subjected to Loading–Unloading

Beam type

fe [MPa]

fu [MPa]

εu [‰]

EU [GPa]

Type I (Ø20 mm)

6.3

12.0

3.5

43.1

Type II (Ø34 mm)

4.9

10.9

3.7

41.1

Type III (Ø20 mm)

4.4

11.8

3.0

36.1