Examples
(→Examples from Transient Analyzes) |
(→Examples from transient analyzes) |
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[[Image:RayleighDamping.png|thumb|300px|Response of a uniaxial element under a sinusoidal load and different Rayleigh damping coefficients.]] | [[Image:RayleighDamping.png|thumb|300px|Response of a uniaxial element under a sinusoidal load and different Rayleigh damping coefficients.]] | ||
A series of examples including: | A series of examples including: | ||
| − | * a single uniaxial element under a sinusoidal load in [[Example: | + | * a single uniaxial element under a sinusoidal load in [[Example:Transient 01 | linear analysis]], |
| − | * in [[Example: | + | * in [[Example:Transient 02 |non-linear analysis]], |
* including [[Example:Transient 03 |Rayleigh damping]], or | * including [[Example:Transient 03 |Rayleigh damping]], or | ||
| − | * a series of uniaxial elements under [[Example: | + | * a series of uniaxial elements under [[Example:Transient 04 |ground motion uniform excitation]], either a sinusoidal one or reading it from a file. |
Revision as of 21:43, 31 January 2007
Here you may find (or even upload) examples of using nemesis.
Contents |
A pile under lateral loading
This example studies a pile subjected to a lateral loading.
The example consists of the main file pile[ns].dat followed by geometry files:
A pile raft
A dome-shaped lattice framework
A dome-shaped lattice framework described in the "Handbook of computational solid mechanics" by M.Kleiber<ref>M.Kleiber,"Handbook of computational solid mechanics",1998</ref>. Outer nodes are fixed and a nodal load is applied to node 1.
Timoshenko beam
Cantilever beam example (motivated by "The Finite Element Method for Solids and Structural Mechanics", O.C. Zienkiewicz & R.L. Taylor, 6th Edition, p307) demonstrating shear locking effects.
A thick cylinder
A thick cylinder under internal pressure using axial symmetry (From C. Felippa, AFEM.12, p.15). The line denotes original configuration.
Examples from transient analyzes
A series of examples including:
- a single uniaxial element under a sinusoidal load in linear analysis,
- in non-linear analysis,
- including Rayleigh damping, or
- a series of uniaxial elements under ground motion uniform excitation, either a sinusoidal one or reading it from a file.
Notes
<references/>