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International Journal of Concrete Structures and Materials

Table 1 Variables of the FE model.

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 sizes

Heated exposure surface

54S_CL

600 mm (width)

1,200 mm (height)

200 mm (thickness)

None

54S_1H

Half-surface

54S_1F

Single-surface

54S_2F

Double-surfaces

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