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 | ||||||||||
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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 |