Papers by Jacinto Almeida
The work presented here was aimed to correlate the residual mechanical strength and the residual ... more The work presented here was aimed to correlate the residual mechanical strength and the residual tensile strength in bending, of two types of concrete, conventional and high strength, and two conventional mortars, trace 1: 1: 6 and trace 1: 2 : 9, with the microcracking due to exposure to high temperature of 500°C. As a secondary objective, we sought to compare the results of ultrasonic pulse velocity testing using two types of transducers, transducer for concrete and transducer for mortar.
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Papers by Jacinto Almeida