International Journal of Concrete Structures and Materials

Table 4 Compressive properties of ECC prismatic specimens.

From: Flexural Performance of Steel Reinforced ECC-Concrete Composite Beams Subjected to Freeze–Thaw Cycles

Cycles of freeze–thaw	Compressive strength			Corresponding strain
Cycles of freeze–thaw	f_ecp (MPa)	u (MPa)	CoV	ε_ecp (%)	u (%)	CoV
0	31.4	31.4	0.010	0.37	0.36	0.023
	31.8			0.35
	31.0			0.36
50	30.2	29.9	0.010	0.39	0.39	0.032
	29.5			0.38
	30.0			0.41
100	28.8	28.2	0.014	0.43	0.42	0.030
	28.1			0.40
	27.8			0.42
150	26.0	25.7	0.015	0.45	0.45	0.028
	25.1			0.44
	25.9			0.47

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