Modelación de elementos finitos de transición directa de pavimento asfáltico a pavimento de concreto
Resumen
El origen de daños prematuros en transiciones directas de pavimento de concreto asfáltico (PCA) a pavimento de concreto de cemento de Pórtland (PCCP) construidas como parte de las reparaciones del pavimento de TransMilenio no ha sido investigado y la literatura relacionada es limitada, por lo tanto, un modelo tridimensional de elementos finitos (EF) fue utilizado para determinar las respuestas mecánicas de una transición directa de pavimento de PCA-PCCP sometida a carga vehicular en movimiento con el fin de identificar mecanismos de falla. En este sentido, un modelo de PCCP fue validado con un ensayo de deflectómetro de impacto (FWD), mediciones de campo y soluciones analíticas, luego fue remplazada una losa de concreto (LC) por relleno fluido y concreto asfáltico (CA) para crear la transición directa de PCA-PCCP. El modelo de la transición directa consideró: 1) la naturaleza viscoelástica del CA; 2) presiones no uniformes de contacto llanta-pavimento; y 3) la variación de unión de la interfaz CA-concreto de la junta de transición mediante diferentes coeficientes de ficción (CF) y el modelo de fricción de tipo Coulomb. Los resultados mostraron 1) deformación cortante relativamente alta cerca de la superficie del CA, principalmente en la junta y extendida 122 mm desde la junta; 2) deformación vertical de compresión relativamente alta en la parte superior de la subrasante; y 3) alto desplazamiento diferencial vertical de la superficie de la junta. Se concluye que el CA podría experimentar prematuramente agrietamiento cerca de la superficie en inmediación de la junta y ahuellamiento desde la subrasante, no obstante, aumentar la unión de la interfaz CA-concreto puede ser conservativo para el agrietamiento por fatiga y desplazamiento diferencial vertical.
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Corporación Universitaria Minuto de Dios
Números de la subvención CS119-052
