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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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PRESS7—ten 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:press7
PRESS7—ten quadrilaterals
element
type
nodes
1
7
1 3 4 2 26 28 27 25
2
7
3 5 6 4 29 31 30 28
3
7
5 7 8 6 32 34 33 31
4
7
7 9 10 8 35 37 36 34
5
7
9 11 12 10 38 40 39 37
6
7
13 15 16 14 42 44 43 41
7
7
15 17 18 16 45 47 46 44
8
7
17 19 20 18 48 50 49 47
9
7
19 21 22 20 51 53 52 50
10
7
21 23 24 22 54 56 55 53
en/example/mesh/press7.txt
· Last modified: 2022-02-11 14:25 by
Petr Pařík
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