Advances in Materials Science and Engineering / 2013 / Article / Tab 3

Research Article

Behavior of HPC with Fly Ash after Elevated Temperature

Table 3

The compressive strength and cubic compressive strength of HPC at elevated temperature (MPa).

Concrete Temperature (°C)
20200300400500

C50 33.9333.636.0.729.3326.53
55.1654.4054.6752.0044.37

C60 51.6050.3342.044.7337.13
68.1766.6263.5167.055.53