• UDCAM-S Model_Monopiles

    bilal adeel
    bilal adeel
    Hello Everyone. I am working on a design of monopiles under cyclic loading condition. I am using UDCAM-S model. It is clearly mentioned that this model can be used in offshore structures that experience storm loadings. I am aware that using this…
    • Answered
    • 2 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • PY curves from plate element

    Rituraj Singh Sujawat
    Rituraj Singh Sujawat
    Is there any update in PLAXIS latest versions which can help in extraction of py curves from tubular steel pile modelled using PLATE element.
    • 9 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Obtaining the response of bending moment and shear force for the monopile if it the pile is modeled as volume element not as a embedded beam?

    Rituraj Singh Sujawat
    Rituraj Singh Sujawat
    I have modeled my monopile foundation for offshore wind turbine. The pile is modeled as volume pile using plate element and it is subjected to the horizontal load at the top. I want to get corresponding response of bending moment and shear force which…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Water pressure in the gap between pile and soil

    Benjamin Du
    Benjamin Du
    Hello, I have a doubt whether the Plaxis-3D could simulate the water pressure in the gap between pile and soil. The background of this is when cyclic load applied at the offshore monopile, the gap would appear at least on one side of pile, which would…
    • Answered
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
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