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A durabilidade do betão é um dos principais fatores que determinam a vida útil das estruturas de betão
armado. O betão, apesar da sua elevada resistência mecânica, é um material poroso que pode permitir a
penetração de agentes agressivos, como os cloreto e dióxido de carbono, que são os principais
responsáveis pela corrosão das armaduras. A corrosão da armadura é um dos principais mecanismos de
deterioração em estruturas de betão, especialmente em ambientes agressivos como áreas costeiras.
Este trabalho teve como principais objetivos a investigação da durabilidade do betão, como é que os
cloretos afetam essa durabilidade, com foco nas variáveis da espessura de recobrimento (com
recobrimento de 1.5 e 3 cm) e a contaminação por cloretos.
O estudo foi realizado por meio de ensaios experimentais que avaliam a resistência do betão à penetração
de cloretos e ensaios eletroquímicos para monitorar o potencial de corrosão das armaduras.
The durability of concrete is one of the main factors that determine the service life of reinforced concrete structures. Despite its high mechanical strength, concrete is a porous material that can allow the penetration of aggressive agents, such as chlorides and carbon dioxide, which are the main contributors to the corrosion of reinforcements. Reinforcement corrosion is one of the primary deterioration mechanisms in concrete structures, especially in aggressive environments such as seaside areas. The main objectives of this study were to investigate the durability of concrete and how chlorides affect its durability, focusing on variables such as cover thickness (with 1.5 cm and 3 cm cover) and chloride contamination. The study was conducted through experimental tests that assess the resistance of concrete to chloride penetration and electrochemical tests to monitor the corrosion potential of the reinforcements.
The durability of concrete is one of the main factors that determine the service life of reinforced concrete structures. Despite its high mechanical strength, concrete is a porous material that can allow the penetration of aggressive agents, such as chlorides and carbon dioxide, which are the main contributors to the corrosion of reinforcements. Reinforcement corrosion is one of the primary deterioration mechanisms in concrete structures, especially in aggressive environments such as seaside areas. The main objectives of this study were to investigate the durability of concrete and how chlorides affect its durability, focusing on variables such as cover thickness (with 1.5 cm and 3 cm cover) and chloride contamination. The study was conducted through experimental tests that assess the resistance of concrete to chloride penetration and electrochemical tests to monitor the corrosion potential of the reinforcements.
Descrição
Palavras-chave
Reinforced concrete Chloride penetration Reinforcement corrosion Concrete resistance Durability Cover Betão armado Penetração de cloretos Corrosão das armaduras Resistência do betão Durabilidade Recobrimento
