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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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CUBE55—two pendahedra, one hexahedron
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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:cube55
CUBE55—two pendahedra, one hexahedron
element
type
nodes
1
55
1 2 4 5 6 8 17 21 20 22 23 25 26 30 29
2
55
2 3 4 6 7 8 18 19 21 23 24 25 27 28 30
3
56
9 10 11 12 13 14 15 16 31 32 33 34 35 36 37 38 39 40 41 42
en/example/mesh/cube55.txt
· Last modified: 2022-02-11 14:25 by
Petr Pařík
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