Transverse Deformations and Structural Phenomenon as Indicators of Steel Fibred High-Strength Concrete Nonlinear Behavior

Table 2

Available data from testing HSC cylindrical specimens.

Reference	Number of tested specimens	Compressive strength (MPa)	Fiber weight ratio (kg/m^3)	Modulus of elasticity (MPa)
Holschemacher et al. [4]	15	86–91	0, 20, 30, 40, 60	—
Iskhakov et al., [18]	3	90.5	30	41603
Iskhakov et al., [21]	3	79.5	30	39134

Average values.