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International Journal of Concrete Structures and Materials

Table 2 Mean tensile material properties of reinforcement bars based on axial tensile tests

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

Beam type

fs [MPa]

ft [MPa]

εu [%]

Type I (Ø20 mm)

600

687

9.2

Type II (Ø34 mm)

525

624

9.4

Type III (Ø20 mm)

512

617

9.2

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