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Publicado en línea: 14 feb 2014
Páginas: 93 - 108
DOI: https://doi.org/10.2478/sgem-2013-0008
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The article presents an approach to evaluate and reduce the effort of the derivative pipeline in a water turbine of a hydroelectric power station in its vulnerable spots. Potential places of the biggest effort of the structure, as well as the coefficient of displacement and safety factor related to them were identified using FEM numerical method. Pipeline reinforcement was designed and made based on FEM analysis and non-destructive tests.