Buckling in connections – stability as an independent limit state
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2026-03-12T10:00:00.0000000Z(no seu horário local, formato de 24 horas)
Data do webinar:
Junte-se a webinar e aprenda sobre:
• the correct interpretation of eigenvalue analyses in connections
• the formation of FE-based plate slenderness
• the application of the reduced stress method according to DIN EN 1993-1-5
• the classification of transition behavior between plate and buckling bar
• the sensible use of GMNIA for stability-determining details
Oradores
IDEA StatiCa Germany
IDEA StatiCa
This webinar shows how stability problems in connections can be systematically identified, evaluated, and classified.
Why should you participate?
Local stability problems are among the most challenging issues in steel construction. While global buckling verifications are clearly regulated, the classification of buckling phenomena in connection details is often less clear.
At what buckling factor does it become critical? Is a linear eigenvalue analysis sufficient? How can verification be performed based on FE results? And when is a geometrically nonlinear analysis with imperfections necessary?
In the webinar, we develop a clear decision-making logic. You will see how FE-based slenderness can be derived, how the reduced stress method is applied, and how transition behavior between plate buckling and bar-like buckling can be assessed.
Using real connection examples, we show step by step how stability checks are constructed—transparently and comprehensibly.