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

Table 3

Poisson’s ratio, _c, and ultimate tensile deformations, ε_{ct ul}.

Pos. No.	References	c	εct ul (‰)
1	SI 466 [23]	0.15–0.25 (average. 0.2)	—
2	Bondarenko and Suvorkin [24]	0.2	0.1–0.2 (average 0.15)
3	BR [22]	0.2	0.15
4	Eurocode 2 [14]	0.2	—
5	Iskhakov [15]	0.15–0.2	0.07–0.12