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Table 6 Comparison of recovery stresses of Fe-SMA strips.

From: Flexural Response of Reinforced Concrete Beams Strengthened with Near-Surface-Mounted Fe-Based Shape-Memory Alloy Strips

Specimen

\( \sigma_{re, ex} \) (MPa)

\( \sigma_{re,em} \) (MPa)

\( \sigma_{re, ex} /\sigma_{re,em} \)

SL-60S-2

347.5

354.93

0.98

SL-30S-4

401.5

366.82

1.09

SL-60S-4

401.5

372.71

1.08

SL-90S-4

401.5

348.44

1.17