Shear band behavior simulations in granular materials using weak discontinuities in a hypoplastic constitutive model
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...
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| Tipo de recurso: | tesis de maestría |
| Estado: | Versión publicada |
| Fecha de publicación: | 2009 |
| País: | Colombia |
| Institución: | Universidad de los Andes |
| Repositorio: | Séneca: repositorio Uniandes |
| Idioma: | inglés |
| OAI Identifier: | oai:repositorio.uniandes.edu.co:1992/11170 |
| Acceso en línea: | http://hdl.handle.net/1992/11170 |
| Access Level: | acceso abierto |
| Palabra clave: | Materiales granulados - Investigaciones Plasticidad - Investigaciones Mecánica de suelos - Investigaciones Ingeniería |
| Sumario: | 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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