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Finite Element Analysis in Structural Mechanics
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Example Manual
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Geometrically Nonlinear Problems
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Example Manual
Preface
Elastostatics
Plane stress
Thermal stress
Surface traction, edge traction, concentrated force, and body force
Heat Transfer
Steady-state analysis of a slab
Transient analysis of a slab
Dynamics
Natural frequencies
Transient response
Steady-state response
Plasticity
Uniaxial strain
Uniaxial stress
Isotropic hardening
Kinematic hardening
Cyclic hardening
Cyclic softening
Residual stress
Thermo-plasticity
Using the penalty method
Non-proportional stress ratcheting
Non-proportional stress-strain ratcheting
Creep
Long-term creep
Relaxation
Bina's model
Using the penalty method
Geometrically Nonlinear Problems
Large deflection
Stability of a column
Buckling
Simple contact
Press-fit connection
Hyperelasticity
en:example:nlin:start
Geometrically Nonlinear Problems
Large deflection
Quadrilaterals, BEAM6G1
Triangles, BEAM4G1
Stability of a column
Hexahedra, BEAM56G1
Semi-loofs, BEAM61G1
Buckling
Hexahedra, BEAM56G2
Simple contact
Pentahedra, CUBE55K1
Press-fit connection
Quadrilaterals, PRESS7K1
Hyperelasticity
Logarithmic formulation, BEAM56H1
Mooney–Rivlin material model, BEAM56H2
Ogden material model, BEAM56H3
en/example/nlin/start.txt
· Last modified: 2022-02-22 14:32 by
Petr Pařík
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