Estudio mecánico del colapso en tuberías de gran diámetro para el suministro de agua potable
Metadatos
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Fecha
2020Materia/s Unesco
5802 Organización y Planificación de la Educación
3305.32 Ingeniería de Estructuras
Resumen
The Polytechnic University of Valencia works together with EMIMET through a research agreement, whose objective is to perform the mechanical calculation of new buried pipes collapsing for the supply of drinkable water. The objective is to determine the minimum thickness of the steel pipes to be installed buried, as well as the working and service limit conditions. The mechanical behaviour and collapse of pipes with and without traffic loads and inside a sheath is studied. The calculations have been made through mathematical finite element modeling (MEF) and the calculation of the critical pressure using the equations of the American Water Works Association. The results obtained have been the stresses, deformations, safety coefficients and minimum thicknesses of the pipes. © 2020 by the authors. Licensee AEIPRO, Spain
The Polytechnic University of Valencia works together with EMIMET through a research agreement, whose objective is to perform the mechanical calculation of new buried pipes collapsing for the supply of drinkable water. The objective is to determine the minimum thickness of the steel pipes to be installed buried, as well as the working and service limit conditions. The mechanical behaviour and collapse of pipes with and without traffic loads and inside a sheath is studied. The calculations have been made through mathematical finite element modeling (MEF) and the calculation of the critical pressure using the equations of the American Water Works Association. The results obtained have been the stresses, deformations, safety coefficients and minimum thicknesses of the pipes. © 2020 by the authors. Licensee AEIPRO, Spain
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