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Table 5 Comparison of HSSSWR-reinforced ECC with ECC reinforced with CFRP grids or steel bars.

From: Tensile Behavior of High-Strength Stainless Steel Wire Rope (HSSSWR)-Reinforced ECC

Specimens in literature (Kunieda et al., 2010) and (Zhu et al., 2018)

HSSSWR-reinforced ECC specimens

Group number

Literature

Reinforcing materials

fe,u (N/mm2)

ρw

(%)

εse,u

(%)

fse,u

(N/mm2)

Group

number

fe,u (N/mm2)

ρw

(%)

εse,u

(%)

fse,u

(N/mm2)

S-1–1

Kunieda et al., (2010)

Steel bars

5.00

0.3

2.377

6.4

A1

3.53

0.28

3.087

6.52

S-2–1

Steel bars

5.00

0.6

2.276

7.4

A4

3.53

0.48

3.289

10.15

MC1

Zhu et al., (2018)

CFRP grids

4.55

0.352

0.81

6.55

A2

3.53

0.32

3.106

7.74

MC2

CFRP grids

4.55

0.704

0.85

9.99

A4

3.53

0.48

3.289

10.15