• UDSM Interface stiffness from Eoed

    Georgios Christopoulos
    Georgios Christopoulos
    Hi all, In the manual it is mentioned that, when using a UDSM, the interface stiffness must be specified by the user in the form of a power law with Eoedref along with UD-pref and UD-Power. How does plaxis utilize this information? Does it use it to assign…
    • 4 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • UDSM for Interfaces

    Jan Derksen
    Jan Derksen
    Dear Plaxis/Bentley community, we are working on soil-geogrid interaction and want to apply user-defined properties to the interface via a UDSM. The overall goal is to update the shear stiffness of the interface elements in each calculation step depending…
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Tensile cutoff in UDSM

    Rebecca Shepherd
    Rebecca Shepherd
    I am attempting to model a joint between two tunnel sections. The joint's compressive behaviour can be approximated as a tri-linear elastic. I have created (and tested) a UDSM with tri-linear properties and that seems to works. However, because the…
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Tension cut-off in interfaces for User Defined Soil Models

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 23 July 2013 Date modified 23 July 2013 When defining a User Defined Soil Model in the material database, all the parameters describing the…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki