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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  

021 - Concrete columns with shear

2D Linear and Nonlinear Truss Examples by Popov

References Popov, E. “Engineering Mechanics of Solids”, Prentice Hall, 1990. Linear: Example 2.14 NonLinear: Example 2.23

3-DOF eigenvalues

checking eigen results of smallest and largest values

3D Plasticity

Test of J2 plasticity using a mixed brick element.

Bathe & Wilson eigenvalue problem

9-story 10-bay Frame

Bolted connection

http://130.149.89.49:2080/v2016/books/exa/default.htm?startat=ch01s01.html

Concrete

Solid

Concrete

This example demonstrates how to construct and test the ASDConcrete3D material model under cyclic uniaxial compression. The simulation captures strain localization and damage evolution using an automatically regularized fracture energy.

Cook's membrane

Cook's membrane

References Simo, J. C., and F. Armero, “Geometrically Nonlinear Enhanced Strain Mixed Methods and the Method of Incompatible Modes,” International Journal for Numerical Methods in Engineering, vol. 33, pp. 1413–1449, 1992. Brink, U., and E. Stein, “On some Mixed Finite Element Methods for Incompressible and Nearly Incompressible Finite Elasticity,” Computational Mechanics, vol. 19, pp. 105–119, 1996. ...

Drucker–Prager Triaxial Test

Solid

Drucker–Prager Triaxial Test

This example simulates a conventional triaxial compression test using the Drucker–Prager model in a single 8-node brick element. Stress and strain response are recorded at the Gauss point.

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Benchmarks
Benchmarks
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