Numerical simulations of materials with micro-structure : limit analysis and homogenization techniques
Continuum-based numerical methods have played a leading role in the numerical solution of problems in soil and rock mechanics. However, for stratified soils and fractured rocks, a continuum assumption often leads to difficult parameters to define and over-simplified geometry to be realistic. In such...
| Autor principal: | |
|---|---|
| Formato: | conferencePaper |
| Idioma: | eng |
| Publicado em: |
2007
|
| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/9113 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/9113 |