Research Article
Bond Behavior of Reinforcing Steel Bars in Thermal Insulation Concrete Exposed to Freeze-Thaw Cycles
Table 7
Specimen details for the pullout test.
| | Concrete type | Rebar type | Rebar diameter (mm) | Anchorage length (mm) | Number of freeze-thaw cycles |
| | TIC | Deformed | 12 | 60 | 0, 30, 50, 100, 200, 300 | | NC | Deformed | 12 | 60 | 0, 30, 50, 100, 200, 300 |
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