Experimental and Analytical Studies for the Size Effect on the Axial Strength of High-Strength Concrete Walls with Various Fire-Damaged Areas

International Journal of Concrete Structures and Materials

Table 8 Variables of FE models for parametric studies.

FE model	Wall dimension	Heated area	Reinforcement
54T_CL_600	600 mm (width) 2,800 mm (height) 200 mm (thickness)	None	8-D10
54T_1H_600		Half-surface
54T_1F_600		Single-surface
54T_2F_600		Double-surfaces
54T_CL_1500	1,500 mm (width) 2,800 mm (height) 200 mm (thickness)	None	18-D10
54T_1H_1500		Half-surface
54T_1F_1500		Single-surface
54T_2F_1500		Double-surfaces
54T_CL_3000	3,000 mm (width) 2,800 mm (height) 200 mm (thickness)	None	34-D10
54T_1H_3000		Half-surface
54T_1F_3000		Single-surface
54T_2F_3000		Double-surfaces