- Calculation of transient incompressible turbulent wind flow with the BlueDyMSolver solver
- LES SpalartAllmarasDDES turbulence model
- Consideration of stationary solution as initial state for transient calculation
- Automatic determination of analysis period and time steps
- Use of intermediate results during the calculation
- Organized display of time-varying results via time step units
- Diagram of drag force and point probe results over analysis time
- Display of line probe results for any time steps in a diagram
- Freely adjustable wind permeability for surfaces (Go to Product Feature)
RWIND 2 | Features of RWIND Pro
- Calculation of transient incompressible turbulent wind flow with the BlueDyMSolver solver
- LES SpalartAllmarasDDES turbulence model
- Consideration of stationary solution as initial state for transient calculation
- Automatic determination of analysis period and time steps
- Use of intermediate results during the calculation
- Organized display of time-varying results via time step units
- Diagram of drag force and point probe results over analysis time
- Display of line probe results for any time steps in a diagram
- Freely adjustable wind permeability for surfaces (Go to Product Feature)
In the Construction Stages Analysis (CSA) add-on, you can use built-up cross-sections by applying the phase sections. This allows you to activate and deactivate the parts of the "Parametric - Massive II" section type throughout the construction stages.
Do you have individual column sections and angled wall geometries, and need punching shear design for them?
No problem. In RFEM 6, you can perform punching shear design not only for rectangular and circular sections, but for any cross-section shape.
In the Geotechnical Analysis add-on, the Hook-Brown material model is available. The model shows linear-elastic ideal-plastic material behavior. Its nonlinear strength criterion is the most common failure criterion for rocks.
Material parameters can be entered via
- the rock parameters directly or alternatively via
- the GSI classification
described.
Weiterführende Informationen zu diesem Materialmodell und der Definition der Eingabe in RFEM finden Sie im entsprechenden Kapitel Hoek-Brown Model im Online-Handbuch für das Add-On Geotechnische Analyse.