Research Article
Large Ring Test for Evaluation of Restrained Shrinkage Cracking: Calibration and Experimental Trial
Table 6
Characteristic of cracks occurred on concrete rings.
| Ring | Crack | Crack width (mm) | Initial crack length (mm) | Final crack length (mm) | Age appeared (day) | Comment |
| A | A1 | <0.1 | 60 | 90 | 19 | Not fully propagated | A2 | <0.1 | 60 | 60 | 22 | Not fully propagated | A3 | 0.7 | 200 | 200 | 22 | Top half cracked | A4 | 0.7 | ā | 200 | 39 | Bottom half cracked |
| B | B1 | <0.1 | 55 | 55 | 22 | Not fully propagated | B2 | <0.1 | 100 | 100 | 22 | Not fully propagated | B3 | <0.1 | 200 | 200 | 22 | Minor crack | B4 | 1 | 200 | 200 | 22 | Through full height |
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