QUAD EULER BEAM
The buckling eigenvalues of a euler beam - consisting of QUAD elements - which is under pressure are calculated. Thereafter a limit load iteration via third order theory is done (with and without taking imperfections into account).You will find the input data file viaTEDDY > help > examples... > ase > english > ase9_quad_euler_beam.datLevel of difficulty: beginners
| Type | Example from Practice |
| Productgroup | Structural / Dynamics / FEA |
| Topics |
CADINP Input Analysis: nonlinear |
| Applications |
Building Design Steel Design |
| Date | 27.11.2008 |
| Keywords | third order theory, limit load iterations, buckling eigenvalues,pre-displacement, imperfections, euler beam, SOFiSTiK example |