Modeling Column as Nodal Support
In certain instances, two-dimensional models may prove advantageous over their three-dimensional counterparts. For the in-plane modeling of detached slabs, however, the support conditions that result from the columns and are not represented in the 2D model must be taken into account. A rigid support would lead to stiffness ratios in the area of the nodal supports that usually do not reflect the reality. Furthermore, the use of a rigid nodal support would lead to an increase in singularity effects in the finite element (FE) calculation. Given that the yielding of the column influences the stiffness and internal forces, it is essential to incorporate this into the 2D model.
Determining Stiffness of Column
It is possible to specify the constants of the springs for displacement and torsion manually when defining the nodal support. However, the program also offers the option of determining the stiffness automatically. For this, select the "Stiffness via Fictitious Column" checkbox in the nodal support dialog box.
In the "Stiffness via Fictitious Column" tab, you can then define the boundary conditions from which the program determines the support stiffness.
Determining Support Springs
First of all, you can select between three support models.
In the following, however, we will only discuss the determination of the spring constants in the support model using the "Elastic Surface Support" and the "Elastic Nodal Support", since the model of the "Nodal support with adapted FE mesh" is calculated numerically using iterations and stiffness matrices.
The dimensions of the column head determine the boundary conditions of the FE model and the design. This also defines the loaded area.
The column cross-section is governing for the column stiffness required for the calculation.
Elastic Surface Foundations
This model allows for a detailed analysis of the load distribution and the deformations over a surface. This type of analysis is more complex than that of the elastic nodal support, as it models a continuous distribution of reaction forces and the bending behavior in multiple directions.
Elastic Surface Foundations | Considering Shear Stiffness |
---|---|
Hinged at Column Base |
|
Semi-Rigid at Column Base |
|
Restrained at Column Base |
|
Elastic Surface Foundations | Without Considering Shear Stiffness |
---|---|
Hinged at Column Base |
|
Semi-Rigid at Column Base |
|
Restrained at Column Base |
|
Elastic Nodal Support
This model focuses on the deformations and forces at specific nodal points. Thus, this makes it easier to calculate than the previous model.
Elastic Nodal Support | Hinged Column Head with Consideration of Shear Stiffness |
---|---|
Hinged at Column Base |
|
Semi-Rigid at Column Base |
|
Restrained at Column Base |
|
Elastic Nodal Support | Hinged Column Head Without Consideration of Shear Stiffness |
---|---|
Hinged at Column Base |
|
Semi-Rigid at Column Base |
|
Restrained at Column Base |
|
Elastic Nodal Support | Semi-Rigid Column Head with Consideration of Shear Stiffness |
---|---|
Hinged at Column Base |
|
Semi-Rigid at Column Base |
|
Restrained at Column Base |
|
Elastic Nodal Support | Semi-Rigid Column Head Without Considering Shear Stiffness |
---|---|
Hinged at Column Base |
|
Semi-Rigid at Column Base |
|
Restrained at Column Base |
|