Bond Behavior of Reinforcing Steel Bars in Thermal Insulation Concrete Exposed to Freeze-Thaw Cycles

Table 6

Dimensions and physical properties for the specimens.

Concrete type	Frost effect characterization	Specimen dimensions (mm)	Number of freeze-thaw cycles
TIC	Compressive strength	150Φ × 300 L	0, 30, 50, 100, 200, 300
	Splitting tensile strength	150Φ × 300 L	0, 30, 50, 100, 200, 300
	Dynamic modulus of elasticity	100 × 100 × 400	0, 30, 50, 100, 200, 300
NC	Compressive strength	150Φ × 300 L	0, 30, 50, 100, 200, 300
	Splitting tensile strength	150Φ × 300 L	0, 30, 50, 100, 200, 300
	Dynamic modulus of elasticity	100 × 100 × 400	0, 30, 50, 100, 200, 300