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Table 6 Results of loading test.

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

Specimen Heated area Axial strength (kN) Reduction ratio of axial strength to control specimen (%)
54S_CL None 4870.3 0
54S_1H Half-surface 3918.6 19.54
54S_1F Single-surface 3195.0 34.40
54S_2F Double-surfaces 3041.7 37.55