Lateral-Torsional Buckling Analysis with New Torsional Warping (7 DOF) Add-on for RFEM 6 / RSTAB 9

Technical Article on the Topic Structural Analysis Using Dlubal Software

  • Knowledge Base

Technical Article

This technical article presents some basics for using the Torsional Warping add-on (7 DOF). It is fully integrated into the main program and allows you to consider the cross-section warping when calculating member elements. In combination with the Stability Analysis and Steel Design add-ons, it is possible to perform the lateral-torsional buckling design with internal forces according to the second-order analysis, taking into account imperfections.

Activating Add-ons

The Torsional Warping (7 DOF) add-on is activated in the Base Data of a model. In order to also calculate the critical load factor for lateral-torsional buckling and apply the mode shape as the initial shape of the imperfection, it is necessary to also activate the Structure Stability add-on. For steel beam design according to EN 1993‑1‑1, the Steel Design add-on is activated.

Boundary Conditions for Calculation with Torsional Warping

The add-on extends the calculation of member elements by the 7th degree of freedom. This is not a separate calculation by "separating" the individual members, but a calculation on the entire model. The stiffness of the adjacent members or defined support conditions are thus taken into account directly. Since the warping is considered as a local member internal force, no further global support conditions have to be defined for the warping.

In order to consider the warping stiffness or the warping stress for a member, you can use the member transverse stiffeners. For example, you can define end plate dimensions and the conversion to a warp spring is performed automatically.

By default, the warping is assumed to be unhindered at each member end, and is not transferred between the adjacent members. To consider the warping between two members as continuous, you can create a set of members.

Load Application Point

When calculating with 7 degrees of freedom, the defined member loads are assumed in the centroid of the cross-section. To modify the load application point, you can assign an eccentricity to the loads in the edit dialog box. Likewise, the connections to the adjacent members or nodal supports are assumed in the centroid. Use member eccentricities or rigid members as a modeling tool to define eccentric connections.

Stability Analysis Software

By activating the "Perform stability analysis" option in a load case, you can analyze the stability of the structure subjected to the loading of the load case. The eigenvalue analysis taking into account the 7th degree of freedom is also able to recognize the failure modes of torsional buckling and lateral-torsional buckling in addition to flexural buckling as well as to calculate the critical load factor. The mode shape and critical load factors can be displayed in the results of the stability analysis.

Applying Imperfections from Scaled Mode Shape

The imperfections required for the lateral-torsional buckling analysis can be generated by scaling the mode shape. To do this, create an imperfection case of the "Buckling Mode" type and select the corresponding mode shape as the initial shape. By specifying the imperfection direction and the magnitude according to the standard, the precamber is generated using the FE mesh pre-deformation.

Now, you can consider the imperfection in a load combination when determining internal forces. Since the large deformation values occur especially in the case of the loads close to the critical load in combination with imperfections, it is recommended to perform a calculation according to the large deformation analysis in order to exactly determine the internal forces.

Steel Design

Steel design takes into account the internal forces from the calculation with Torsional Warping when performing the design according to EN 1993‑1‑1. If these components are greater than the limit values set in the ultimate limit state configuration at one location, an equivalent stress analysis is performed (taking into account the effective cross-section properties, if necessary). Since this example includes a stability analysis, it is necessary to use the partial safety factor γM1 for the design. Make this setting in the ultimate limit state configuration. You can deactivate the other stability design checks.

As an alternative, you can use the Stress-Strain Analysis add-on for a simple equivalent stress analysis. It is currently not possible to perform plastic design with internal forces from the calculation with Torsional Warping.

Author

Dipl.-Ing. Oliver Metzkes

Dipl.-Ing. Oliver Metzkes

Product Engineering & Customer Support

Mr. Metzkes is responsible for the development of the add-on modules for steel structures and provides technical support for our customers.

Keywords

Lateral-torsional buckling Torsional warping

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  • Updated 11/23/2021

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