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Table 3 Reduction ratio of strength and elastic modulus of concrete due to heat (adopted Cheng et al. (Cheng et al., 2004)).

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

Temperature (°C)

Reduction ratio of concrete strength

Reduction ratio of elastic modulus of concrete

20

0

0

100

0.244

0.229

200

0.245

0.408

300

0.247

0.530

400

0.252

0.649

500

0.262

0.745

600

0.551

0.842

700

0.685

0.904

800

0.853

0.973

900

0.955

0.985