Examples

From Nemesis
(Difference between revisions)
Jump to: navigation, search
Line 14: Line 14:
 
# [[Example_pile#Auxiliary_file:_pile.5Bes.5D.dat|pile[es].dat]]
 
# [[Example_pile#Auxiliary_file:_pile.5Bes.5D.dat|pile[es].dat]]
 
# [[Example_pile#Auxiliary_file:_pile.5Bep.5D.dat|pile[ep].dat]]
 
# [[Example_pile#Auxiliary_file:_pile.5Bep.5D.dat|pile[ep].dat]]
 +
 +
<br style="clear:both;"/>
  
 
=A pile raft=
 
=A pile raft=
Line 20: Line 22:
 
[[Image:raft2.png|thumb|Deformed shape.]]
 
[[Image:raft2.png|thumb|Deformed shape.]]
  
 
+
<br style="clear:both;"/>
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
  
 
= A dome-shaped lattice framework =
 
= A dome-shaped lattice framework =
 +
[[Image:dome1.png|thumb|200px|Initial geometry ''(angle view)''.]]
 +
[[Image:dome2.png|thumb|200px|Initial geometry ''(top view)''.]]
 +
[[Image:dome3.png|thumb|200px|Initial geometry ''(side view)''.]]
 +
[[Image:Node_01.png|thumb|200px|Node 01.]]
 +
[[Image:Node_02.png|thumb|200px|Node 02.]]
 +
[[Image:Node_08.png|thumb|200px|Node 08.]]
 +
[[Image:Node_20.png|thumb|200px|Node 20.]]
 
A dome-shaped lattice framework described in the "Handbook of computational solid mechanics",1998, M.Kleiber. Outer nodes are fixed and a nodal load is applied to node 1.  
 
A dome-shaped lattice framework described in the "Handbook of computational solid mechanics",1998, M.Kleiber. Outer nodes are fixed and a nodal load is applied to node 1.  
[[Image:dome1.png|thumb|Initial geometry.]]
+
<br style="clear:both;"/>
[[Image:dome2.png|thumb|Initial geometry.]]
+
[[Image:dome3.png|thumb|Initial geometry.]]
+
[[Image:Node_01.png|thumb|Node 01.]]
+
[[Image:Node_02.png|thumb|Node 02.]]
+
[[Image:Node_08.png|thumb|Node 08.]]
+
[[Image:Node_20.png|thumb|Node 20.]]
+
  
 
=Timoshenko beam=
 
=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.
 
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.
  
 
+
<br style="clear:both;"/>
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
 
+
  
 
=A thick cylinder=
 
=A thick cylinder=
Line 93: Line 44:
 
[[Image:thick_cylinder.png|thumb|A thick cylinder under internal pressure.]]
 
[[Image:thick_cylinder.png|thumb|A thick cylinder under internal pressure.]]
  
 
+
<br style="clear:both;"/>
 
+
  
  

Revision as of 01:51, 26 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",1998, M.Kleiber. 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.


Personal tools