Research Article
A Study of the Relationship between the Stress State and Failure Mode of Concrete Specimens
Table 4
Displacement control loading step.
| Model | Pull-1 | Pre-1 | Pre-2 | Pre-3 | Pre-4 | Pre-5 | Bending-2 |
| Displacement load | 0.01 | 0.01 | 0.08 | 0.16 | 0.16 | 0.16 | 0.01 | 0.03 | 0.012 | 0.12 | 0.28 | 0.28 | 0.2 | 0.02 | 0.06 | 0.016 | 0.16 | 0.4 | 0.36 | 0.24 | 0.03 | 0.08 | 0.022 | 0.2 | 0.52 | 0.44 | 0.28 | 0.04 | 0.10 | 0.028 | 0.28 | 0.64 | 0.52 | 0.4 | 0.05 | 0.12 | 0.04 | 0.34 | 0.76 | 0.60 | 0.76 | 0.06 | 0.13 | 0.052 | 0.4 | 0.88 | 0.68 | 1.14 | 0.07 | 0.14 | 0.064 | 0.52 | — | 0.76 | — | 0.08 | 0.15 | 0.076 | 0.64 | — | 0.84 | — | 0.09 | — | 0.088 | — | — | 0.92 | — | 0.10 | — | — | — | — | 1.0 | — | 0.11 | — | — | — | — | 1.08 | — | 0.12 | — | — | — | — | 1.16 | — | — |
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