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Finite Element Analysis in Structural Mechanics

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en:ref:a:2

Isoparametric axisymmetric triangle

For rotary bodies with rotary or non-rotary loading. The axis of rotation is $y.$

Nodes

The element has 3 to 6 nodes. Midside nodes may be omitted.

Each node has displacements $[u,v]$ and temperature $[T].$

Faces (Edges)

The element has 3 edges, which are (considering the nonzero thickness) regarded as faces. Face normals point outward from the element.

Face number Node order
1 1 – (4) – 2
2 2 – (5) – 3
3 3 – (6) – 1
en/ref/a/2.txt · Last modified: 2024-11-11 12:15 by Petr Pařík