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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