Specimen | Stage I: concrete cracking | Stage III: steel-concrete friction |
---|---|---|
RE#2 | 39.71 ± 1.227 | 12.04 ± 2.255 |
C#1 | 40.04 ± 0.489 | 7.975 ± 0.282 |
C#6 | 39.71 ± 0.282 | 7.486 ± 1.409 |
C#7 | 40.04 ± 0.489 | 7.812 ± 1.760 |
C#8 | 39.71 ± 0.564 | 8.138 ± 0.746 |
C#12 | 39.88 ± 0.746 | 8.138 ± 0.746 |
C#15 | 40.36 ± 0.746 | 7.812 ± 0.108 |