Analysis of Splitting Tensile Damage Behavior and Deterioration Mechanism of Aluminate Cement-Based Ultrahigh-Performance Concrete under Simulated Fire Temperatures
Traditional portland cement (PC)-based ultrahigh-performance concrete (UHPC) is prone to spalling under fire temperatures due to its dense microstructure, accompanied by severe performance degradation, which hinders its widespread application in engineering. Therefore, this study developed an aluminate cement-based...