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  1. Axial-torsional buckling, single-flange, double-symmetry (+)
  2. Axial-torsional buckling, double-flange, double-symmetry (I)
  3. Axial-torsional buckling, single-flange, single-symmetry (T)
  4. Axial-torsional buckling, single-flange (L)
  • 0021 angle elastic, .

References  

0002 - Cantilever with transverse loading

0002 - Cantilever with transverse loading

A cantilever is subjected to a transverse force

0003 - Beam with element loading

Simply supported beam with distributed loads

0004 - Columns with P-Delta Effects

Nonlinear geometry in frames.

0005 - Nonlinear elastic columns with shear

Frame • Steel

0005 - Nonlinear elastic columns with shear

This example investigates P-Delta effects in columns with and without shear.

0006 - tapers

Frame

0010 - Column Buckling

This example performs a nonlinear buckling analysis of a column under axial load, using various element formulations and end conditions.

0011 - Restrained torsion

0011 - Restrained torsion

Linear 7-DOF analysis of a cantilever subjected to a torque.

0012 - Asymmetric Section: Linear warping

A transverse load induces twisting of a cantilever with an asymmetric channel section. Analysis is performed with both 6 and 7-DOF elements.

Frame • Offset

0027 - Rigid Offsets

This example tests the effect of rigid joint offsets in a diamond-shaped frame. The analytical solution is known, and the test is used to verify the correct treatment of offset geometry in a 3D frame element.

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Benchmarks
Benchmarks
A gallery of technical examples currated by the STAIRLab at UC Berkeley.
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