Fibre-reinforced concrete can offer decisive advantages for the dimensioning of structures against dynamic loadings such as explosions or impact. On the one hand, increasing ductility increases the deformability and also the energy absorption capacity. On the other hand, fibres can prevent flying debris. In this study, the material properties of fibre-reinforced concrete such as modulus of elasticity, tensile strength and fracture energy were determined based on spalling tests in the split Hopkinson bar. Concretes of the strength classes C20/25, C40/50 and C80/95 with steel fibre contents of 0 to 2.0 vol.-% and also with carbon and PP fibres were investigated. The results show an increase in the dynamic tensile strength and the dynamic modulus of elasticity with increasing fibre content. The addition of fibres also leads to an enormous increase in fracture energy, which is higher for steel fibres compared to carbon and PP fibres. Parts of this article were already published in Mosig et al. (2021).