Shear band behavior simulations in granular materials using weak discontinuities in a hypoplastic constitutive model
Autor(es): Castilla Díaz, Daniel Felipe
Director(es)/Asesor(es): Lizcano Peláez, Arcesio
Fecha de publicación: 2009
Tipo de contenido: Trabajo de grado - Maestría
This works illustrates an explanation of the hypoplastic model and how to implement at a computer's environment. Then comes the concept called bifurcation, that is the point that separates the behavior of the soil in before and after localization as well as how to be implemented; finally how to apply the weak discontinuities theory to soils, how to implement it, along with simulations done within the implementation.
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