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...
- Autores:
-
Castilla Díaz, Daniel Felipe
- Tipo de recurso:
- Fecha de publicación:
- 2009
- Institución:
- Universidad de los Andes
- Repositorio:
- Séneca: repositorio Uniandes
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.uniandes.edu.co:1992/11170
- Acceso en línea:
- http://hdl.handle.net/1992/11170
- Palabra clave:
- Materiales granulados - Investigaciones
Plasticidad - Investigaciones
Mecánica de suelos - Investigaciones
Ingeniería
- Rights
- openAccess
- License
- https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdf
| Summary: | 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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