Wind Simulation Model of Eiffel Tower, RWIND Simulation Demo Model
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For reinforced concrete components and structures with structural behavior considerably influenced by the effects of the second-order analysis, Eurocode 2 provides the general method based on a nonlinear determination of internal forces according to the second-order analysis (5.8.6), as well as the approximation method based on the nominal curvature (5.8.8).
The aim of this technical article is to perform a design according to the general design method of Eurocode 2, using the example of a slender reinforced concrete column.
The aim of this technical article is to perform a design according to the general design method of Eurocode 2, using the example of a slender reinforced concrete column.
In simulations using the finite element method, the mesh is of crucial importance. This article describes the essential features of a mesh convergence study to determine the required mesh refinement for sufficiently accurate results.
There are various settings that can be used to influence the file size of models. The following article explains the basic principles and program-specific settings.
This article draws a parallel between generating an FE mesh for separate objects using the “Independent FE mesh preferred” option, and generating the mesh without using said option.
The deformation process of the global deformation components can be represented as a movement sequence.
Result values for deformations, internal forces, stresses, and so on, can be displayed on the isolines.
The results of solid stresses can be displayed as colored 3D points in the finite elements.
In addition to the "Mesh Refinement" and "Specific Direction" options for solids, you can also activate the "Grid for Results" option, which allows for organizing grid points in the solid space. Among other things, the center of gravity can be set as the origin. There is also the option to activate or deactivate the visibility of the grid for numerical results in "Navigator – Display" under Basic Objects.
Is it possible to consider shear panels and rotational restraints in the global calculation?
How can I analyze support reactions on line supports of surfaces?
Are the result sections helpful?
How can I export the deformed mesh shape to a .dxf file in RFEM 6 for my fabric membrane structure?
Is it possible to quickly evaluate whether the mesh used is fine enough?
Is it possible to view the tangential and radial analysis results and reinforcement requirements rather than orthogonal for a circular slab?
How can I display the results of principal stresses with their directions as trajectories in RFEM 6?
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