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Thermal instability of railways

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Detalhes bibliográficos
Resumo:The railway is a widely used mode of land transportation around the world. To ensure passenger comfort and safety, a specific structure is required, consisting of elements that are divided into infrastructure and superstructure. The superstructure encompasses the rails, sleepers, ballast, and fastening materials, which will be addressed in this study. The efficiency and safety of transporting people and goods on the railway depend largely on the behaviour of this superstructure. Under extreme environmental conditions, such as temperature fluctuations, there is a significant risk of thermal buckling of the rails, which can affect the behaviour of the other elements of the superstructure. This study aims to analyze how these various factors affect the occurrence of thermal buckling in railways. The research identifies rail misalignment and the quality of the ballast as the most influential factors in determining buckling temperatures. The study uses a numerical model, validated through experimental results, to conduct a parametric analysis. The parametric study identified ballast strength as the most critical parameter. When comparing the weak ballast condition (no crib ballast) to the complete and compacted ballast, an increase of up to 127% in buckling temperatures was observed. Additionally, it was observed that the initial rail imperfection significantly influences buckling temperatures. On the other hand, the other evaluated parameters such as rail profile and torsional stiffness had only a minimal influence on buckling temperatures.
Autores principais:Nava, Eduardo
Assunto:Thermal buckling Railways Temperature
Ano:2023
País:Portugal
Tipo de documento:dissertação de mestrado
Tipo de acesso:acesso aberto
Instituição associada:Instituto Politécnico de Bragança
Idioma:inglês
Origem:Biblioteca Digital do IPB
Descrição
Resumo:The railway is a widely used mode of land transportation around the world. To ensure passenger comfort and safety, a specific structure is required, consisting of elements that are divided into infrastructure and superstructure. The superstructure encompasses the rails, sleepers, ballast, and fastening materials, which will be addressed in this study. The efficiency and safety of transporting people and goods on the railway depend largely on the behaviour of this superstructure. Under extreme environmental conditions, such as temperature fluctuations, there is a significant risk of thermal buckling of the rails, which can affect the behaviour of the other elements of the superstructure. This study aims to analyze how these various factors affect the occurrence of thermal buckling in railways. The research identifies rail misalignment and the quality of the ballast as the most influential factors in determining buckling temperatures. The study uses a numerical model, validated through experimental results, to conduct a parametric analysis. The parametric study identified ballast strength as the most critical parameter. When comparing the weak ballast condition (no crib ballast) to the complete and compacted ballast, an increase of up to 127% in buckling temperatures was observed. Additionally, it was observed that the initial rail imperfection significantly influences buckling temperatures. On the other hand, the other evaluated parameters such as rail profile and torsional stiffness had only a minimal influence on buckling temperatures.