Residual Compressive Strength of Ternary Blended Concrete at Elevated Temperatures

The wide utilization of concrete as an auxiliary material for the elevated structures, stockpiling tanks, atomic reactors and weight vessels increment the danger of cement being presented to high temperatures. This has prompted a request to enhance the comprehension of the impact of temperature on concrete. The conduct of cement presented to high temperature is an aftereffect of many components including the uncovered condition and constituent materials. The objective with the study was to examine the Residual Compressive Strength of Ternary Blended Concrete once subjected to high temperatures. To explore the impact of temperature and to assess auxiliary security an endeavor has been made to ponder the Compressive Strength of Ternary Blended Concrete when subjected toward elevated high temperature. The study focuses fundamentally on concentrate the properties of Residual Compressive Strength of Ternary Blended Concrete for various w/b ratios at 2000C, 4000C and 6000C. In the present investigations, the effect of high temperatures of Residual Compressive Strength of Ternary Blended Concrete when subjected to elevated temperatures are studied. The main test parameters involved in this study are Temperature ranges, the time of exposure.The tests were conducted for a total of 180 cubes on various w/b ratios ternary blended concrete by exposing them at different temperatures like Room Temperature, 2000C, 4000C and 6000C and 4 Hrs, 8 Hrs and 12 Hrs duration. The results indicate that the ternary blended concrete is effective in resisting the impact of temperature on the compressive quality.