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Finite Element Analysis in Structural Mechanics
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Example Manual
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Mesh Topologies
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BEAM6—four quadrilaterals
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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:mesh:beam6
BEAM6—four quadrilaterals
element
type
nodes
1
6
1 3 4 2 12 14 13 11
2
6
3 5 6 4 15 17 16 14
3
6
5 7 8 6 18 20 19 17
4
6
7 9 10 8 21 23 22 20
en/example/mesh/beam6.txt
· Last modified: 2022-02-11 14:25 by
Petr Pařík
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