Banca de QUALIFICAÇÃO: DÉBORA DE ALMEIDA NUNES
14/05/2024 13:18
The research scrutinized the effect of concrete degradation by heating on axial compressive strength, fracture toughness and ultrasonic pulse velocity, varying the concrete age (100 days and 720 days) and exposure temperature (200 °C, 450 °C and 800 °C) and concrete class (C25 and C40). The concretes were subjected to ultrasound tests, fracture toughness and axial compression. Samples were obtained from the fracture section of the specimens for microstructural analysis by SEM, molecular analysis by Raman spectroscopy, and crystalline phases by XRD. The results denoted that the residual strength of the concretes did not vary with drying age, and the fracture toughness did not vary with increasing temperature, but with age.
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