Plate and Shell Buckling Utilizing Dlubal Software
Information About the Free Webinar
Everything I Expected and More
"RFEM is everything I expected and more. I’m having a blast learning the software and the webinars are fantastic."
Nicholas J. Greven P.Eng.
07/23/2019
This webinar demonstrates how to utilize the structural analysis and design software by Dlubal for plate buckling design according to EN 1993-1-5 and shell buckling design according to EN 1993-1-6.
Recorded Webinar
Date | Time
Event Language
EnglishContent
Plate and Shell Buckling Utilizing Dlubal SoftwareThis webinar demonstrates how to utilize the structural analysis and design software by Dlubal for plate buckling design according to EN 1993-1-5 and shell buckling design according to EN 1993-1-6.
Time Schedule
| 0:00 | Introduction |
| 1:55 |
Plate buckling design according to EN 1993-1-5 in PLATE-BUCKLING
|
| 14:50 | Shell buckling design utilizing the global MNA and LBA calculation according to EN 1993-1-6 with RFEM |
Presentation Model to Download
Below, under Models to Download, you will find the model(s) used in the webinar. This will allow you to independently follow the webinar step by step with the provided model after the presentation is complete.
Speakers
Dipl.-Ing. (FH) Andreas Hörold
Marketing & Public Relations
Mr. Hörold takes care of the Dlubal Software website, creates press releases as well as marketing materials, and is the moderator of the German and English webinars.
Sonja von Bloh, M.Sc.
Product Engineering & Customer Support
Ms. von Bloh provides technical support for our customer and is responsible for the development of the SHAPE‑THIN program.
Dipl.-Ing. Thomas Günthel
Customer Support
Mr. Günthel provides technical support for our customers.
Keywords
Free online webinar RFEM RSTAB PLATE-BUCKLING Design checks Plate buckling EN 1993-1-5 Shell buckling EN 1993-1-6 MNA/LBA concept MNA LBA
Downloads
- Presentation slides to webinar "Plate and Shell Buckling Utilizing Dlubal Software" (PDF)
- Model files to webinar "Plate and Shell Buckling Utilizing Dlubal Software"
Links
- Product Description | Structural Analysis Program RFEM
- Product Description | Frame Analysis Software RSTAB
- RF-/PLATE-BUCKLING Stand-Alone Program or Add-on Module for RFEM/RSTAB
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Plate Buckling Analysis of Steel Shell Structures Using MNA/LBA Concept
Shell buckling is considered to be the most recent and least explored stability issue of structural engineering. This is less due to a lack of research activities, but rather due to the complexity of the theory...
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Extended Display of Strains in RFEM
Display extended strains of members, surfaces and solids (e.g. important principal strains, equivalent total strains, etc.) in the Project Navigator - Results in RFEM as well as in Table 4.0.
For example, you can display governing plastic strains when performing the plastic design of connections with surface elements.
- I design a cross-section created in the SHAPE‑THIN program by using the design add-on module, but the program shows the error message "ER006 Invalid type of c/t-part for cross-section of type General." What can I do?
- In RF‑/STEEL EC3, I get an error message saying that the node with a support does not exist in the set of members. What is the reason?
- How do I display some results of all load cases in the printout report, but other results of the selected load cases only?
- Is it also possible to subsequently deactivate the symbols for the FE mesh refinement in an existing graphic in a printout report?
- What is the difference between SHAPE‑THIN 9 and SHAPE‑THIN 8?
- SHAPE‑THIN calculates a very small shear area. Why?
- When calculating a connection using the FRAME‑JOINT Pro add-on module, a message appears saying that the value is out of the valid range (existing value: 108, minimum value 100, maximum value 100). What does this message mean?
- I have a trapezoidal roof structure supported by beams. However, the moments on the beams are smaller than they should be. What could be the reason for this?
- How can I export the effective lengths from the RF‑STABILITY add-on module to Excel?
- In the RF‑/STEEL EC3 add-on module, I have selected two bracings with the same size as the shear panel type in the "Parameters" window for a beam to be designed. Thus, the beam should be supported laterally in the middle. Why is the eigenvector arbitrary anyhow?
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