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Table 8 Variables of FE models for parametric studies.

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

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