Examples

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(A thick cylinder)
(Examples from Transient Analyzes)
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=Examples from Transient Analyzes=
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=Examples from transient analyzes=
 
[[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 single uniaxial element under a sinusoidal load in [[Example:Transient[01] | linear analysis]], [[Example:Transient[02]|non-linear analysis]],including [[Example:Transient[03]|Rayleigh damping]] or a series of uniaxial elements under [[Example:Transient[04]|ground motion uniform excitation]].
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A series of examples including:
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* a single uniaxial element under a sinusoidal load in [[Example:Transient01 | linear analysis]],
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* in [[Example:Transient02 |non-linear analysis]],
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* including [[Example:Transient 03 |Rayleigh damping]], or  
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* a series of uniaxial elements under [[Example:Transient04 |ground motion uniform excitation]], either a sinusoidal one or reading it from a file.
  
  

Revision as of 21:40, 31 January 2007

Here you may find (or even upload) examples of using nemesis.

Contents

A pile under lateral loading

Initial geometry.
Deformed shape.

This example studies a pile subjected to a lateral loading.

The example consists of the main file pile[ns].dat followed by geometry files:

  1. pile[ns].dat
  2. pile[np].dat
  3. pile[nc].dat
  4. pile[es].dat
  5. pile[ep].dat


A pile raft

Initial geometry.
Deformed shape.


A dome-shaped lattice framework

Initial geometry (angle view).
Initial geometry (top view).
Initial geometry (side view).
Node 01.
Node 02.
Node 08.
Node 20.

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.

A thick cylinder under internal pressure.


Examples from transient analyzes

Response of a uniaxial element under a sinusoidal load and different Rayleigh damping coefficients.

A series of examples including:



Notes

<references/>

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