Differences

This shows you the differences between two versions of the page.

--- unv2oofem:unv2oofem [2017/02/01 17:38] – smilauer
+++ unv2oofem:unv2oofem [2019/03/06 06:04] – smilauer
@@ Line 26: / Line 26: @@
 |Quad: 8 nodes, quadratic | 45| QPlanestress2D, Q4Axisymm |
 |Tetrahedron: 4 nodes, linear|111| LTRSpace, Tetrah1ht, PY1 3D SUPG |
-|Brick: 8 node, linear|115| LSpace, LSpaceBB, Brick1HT,  Brick1HMT  |
+|Brick: 8 node, linear|115| LSpace, LSpaceBB, Brick1HT, Brick1MT,Brick1HMT  |
 |Brick: 20 nodes, quadratic|116| QSpace, QBrick1ht, QBrick1hmt |
 |Tetrahedron: 10 nodes, quadratic|118|
@@ Line 84: / Line 84: @@
 </code>
-==== Run the unv2oofem ====
-The unv2oofem convertor creates the OOFEM input file exam.in executing a python command:
-$ unv2oofem.py  exam.unv  exam.ctrl  exam.in
-All the files can be {{:unv2oofem:exam.zip|downloaded as a ZIP file}}.
 ==== Extension for sets ====
@@ Line 136: / Line 131: @@
 etype[44] PlaneStress2d
 </code>
+==== Extension for hanging nodes ====
+Hanging nodes are nodes located on finite elements. They do not add degrees of freedom but use element interpolation functions instead. For example, reinforcement can be attached to concrete elements using hanging nodes. Any group of nodes in Salome represent hanging nodes when its name starts with "OOFEM-Hanging". OOFEM will automatically find finite elements overlapping with those hanging nodes.
+One way in Salome is creating two independent meshes for concrete and reinforcement. Reinforcement is finally represented by OOFEM's Truss elements, mesh nodes need to be grouped in "OOFEM-Hanging*" group. A compound mesh can join both meshes, exported to unv and processed with unv2oofem.py.
+==== Run the unv2oofem ====
+The unv2oofem convertor creates the OOFEM input file exam.in executing a python command:
+$ unv2oofem.py  exam.unv  exam.ctrl  exam.in
+All the files can be {{:unv2oofem:exam.zip|downloaded as a ZIP file}}.