Sostratus
Structural
- Apr 30, 2006
- 6
I'm investigating a tunnel which will be subjected to loading from the street level. I have created a SAP2000 V14 model using solid elements. The concrete tunnel walls are surrounded by rock which will not be able to transmit tension. For other projects I have run nonlinear analyses and used compression and tension limits for frame elements, but I do not know how to apply tension/compression limits to solid elements.
What is the best way to ensure that the 'rock' solid elements are compression only? Thanks!
What is the best way to ensure that the 'rock' solid elements are compression only? Thanks!