Compressive Strength of Steel Fiber Reinforced Concrete Structures at Elevated Temperatures
Experimental studies using a substantial number of datasets can be avoided by employing efficient methods to predict the mechanical properties of construction materials. The correlation between the mechanical attributes and structural performance of these structures can be determined using an efficient mathematical model.
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In this study, a large data-rich framework is constructed with data from 307 experiments conducted between 2000 and 2022 to predict the compressive strength of steel fiber reinforced concrete (SFRC) subjected to high temperatures.