About the job
My project is on anchoring systems for floating offshore wind turbine moorings. I do not need a full wind turbine, blades, floating platform or visual 3D model. I need an engineering simulation model of the anchor and soil.
The model should include:
soil block/domain
steel suction caisson anchor and/or pile anchor embedded in soil
contact/interface between anchor and soil
soil material model such as Mohr-Coulomb or Drucker-Prager if possible
load applied at the padeye/mooring connection point
load cases for horizontal and inclined loading, for example 0°, 30° and 45°
results for deformation, displacement at padeye, stress, contact pressure/reaction force if possible
Deliverables required:
ANSYS archived project file .wbpz
editable geometry file, preferably SpaceClaim/STEP
screenshots of geometry, mesh, boundary conditions and results
short explanation of assumptions, material properties, boundary conditions and load cases
quick walkthrough so I can understand and present the model myself
The model can be simplified and academic-level, but it should be technically defensible and editable.
My project is on anchoring systems for floating offshore wind turbine moorings. I do not need a full wind turbine, blades, floating platform or visual 3D model. I need an engineering simulation model of the anchor and soil.
The model should include:
soil block/domain
steel suction caisson anchor and/or pile anchor embedded in soil
contact/interface between anchor and soil
soil material model such as Mohr-Coulomb or Drucker-Prager if possible
load applied at the padeye/mooring connection point
load cases for horizontal and inclined loading, for example 0°, 30° and 45°
results for deformation, displacement at padeye, stress, contact pressure/reaction force if possible
Deliverables required:
ANSYS archived project file .wbpz
editable geometry file, preferably SpaceClaim/STEP
screenshots of geometry, mesh, boundary conditions and results
short explanation of assumptions, material properties, boundary conditions and load cases
quick walkthrough so I can understand and present the model myself
The model can be simplified and academic-level, but it should be technically defensible and editable.
My project is on anchoring systems for floating offshore wind turbine moorings. I do not need a full wind turbine, blades, floating platform or visual 3D model. I need an engineering simulation model of the anchor and soil.
The model should include:
soil block/domain
steel suction caisson anchor and/or pile anchor embedded in soil
contact/interface between anchor and soil
soil material mo...
read more
My project is on anchoring systems for floating offshore wind turbine moorings. I do not need a full wind turbine, blades, floating platform or visual 3D model. I need an engineering simulation model of the anchor and soil.
The model should include:
soil block/domain
steel suction caisson anchor and/or pile anchor embedded in soil
contact/interface between anchor and soil
soil material model such as Mohr-Coulomb or Drucker-Prager if possible
load applied at the padeye/mooring connection point
load cases for horizontal and inclined loading, for example 0°, 30° and 45°
results for deformation, displacement at padeye, stress, contact pressure/reaction force if possible
Deliverables required:
ANSYS archived project file .wbpz
editable geometry file, preferably SpaceClaim/STEP
screenshots of geometry, mesh, boundary conditions and results
short explanation of assumptions, material properties, boundary conditions and load cases
quick walkthrough so I can understand and present the model myself
The model can be simplified and academic-level, but it should be technically defensible and editable.
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