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Table 3 Tensile properties of ECC rectangular flat-plates.

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

Cycles of freeze–thaw

Tensile strength

at first cracking

Tensile strain

at first cracking

Ultimate tensile strength

Ultimate

tensile strain

fetc (MPa)

u (MPa)

CoV

εetc (%)

u (%)

CoV

fetu (MPa)

u (MPa)

CoV

εetu (%)

u (%)

CoV

0

2.04

2.10

0.021

0.023

0.024

0.039

2.41

2.41

0.003

2.50

2.69

0.074

2.14

0.025

2.40

2.60

2.12

0.025

2.42

2.96

50

1.98

1.92

0.023

0.029

0.027

0.046

2.40

2.30

0.030

3.00

2.90

0.027

1.87

0.026

2.24

2.81

1.92

0.027

2.27

2.90

100

1.76

1.80

0.016

0.033

0.030

0.072

2.12

2.17

0.019

2.96

3.10

0.032

1.83

0.028

2.22

3.19

1.81

0.029

2.16

3.15

150

1.74

1.72

0.018

0.03

0.033

0.075

2.05

1.98

0.026

3.26

3.30

0.025

1.68

0.036

1.96

3.23

1.75

0.034

1.93

3.42