Examples
(→A pile under lateral loading) |
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# [[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]] | ||
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=A pile raft= | =A pile raft= | ||
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[[Image:raft1.png|thumb|Initial geometry.]] | [[Image:raft1.png|thumb|Initial geometry.]] | ||
[[Image:raft2.png|thumb|Deformed shape.]] | [[Image:raft2.png|thumb|Deformed shape.]] | ||
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[[Image:dome2.png|thumb|Initial geometry.]] | [[Image:dome2.png|thumb|Initial geometry.]] | ||
[[Image:dome3.png|thumb|Initial geometry.]] | [[Image:dome3.png|thumb|Initial geometry.]] | ||
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=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. | ||
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=A thick cylinder= | =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 using axial symmetry (From C. Felippa, AFEM.12, p.15). The line denotes original configuration. | ||
[[Image:thick_cylinder.png|thumb|A thick cylinder under internal pressure.]] | [[Image:thick_cylinder.png|thumb|A thick cylinder under internal pressure.]] | ||
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[[Category:Examples]] | [[Category:Examples]] | ||
Revision as of 22:44, 18 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",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.