Users:General FEM Analysis/Elements Reference/SolidPenta1
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[[File:Element_penta_topo.png|200px|border|up|Topology of SolidPenta1 element]] | [[File:Element_penta_topo.png|200px|border|up|Topology of SolidPenta1 element]] | ||
| − | + | <ref> | |
| + | Pictures taken from the notes to the lecture "Advanced Finite Element Methods for Solids, Plates and Shells" given by Carlos Felippa at the University of Colorado at Boulder. | ||
| + | http://www.colorado.edu/engineering/CAS/courses.d/AFEM.d/ (4th August 2011) | ||
| + | </ref> | ||
=== Element Type === | === Element Type === | ||
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All hexahedral elements use three translatoric degrees of freedom at each node. <br> | All hexahedral elements use three translatoric degrees of freedom at each node. <br> | ||
They are named ''Disp_X'', ''Disp_Y'', ''Disp_Z''. | They are named ''Disp_X'', ''Disp_Y'', ''Disp_Z''. | ||
| − | |||
| + | == Input Parameters == | ||
| − | === | + | === Parameter Description === |
{| border="1" cellpadding="3" cellspacing="0" | {| border="1" cellpadding="3" cellspacing="0" | ||
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| − | Example of a | + | === Example of a Complete Input Block === |
<pre> | <pre> | ||
EL-PROP 1: SOLIDPENTA1 | EL-PROP 1: SOLIDPENTA1 | ||
Latest revision as of 08:00, 4 August 2011
Contents |
General Description
Element Type
- This element class provides 3D pentahedral elements
- This element is treated as a de-genrated hexahedral element. It is derived from the SOLIDHEXA1 element class and inherits all features and parameters of the linear hexahedral element. For detailed information, please refer to the hexahedral element
Degrees of Freedom
All hexahedral elements use three translatoric degrees of freedom at each node.
They are named Disp_X, Disp_Y, Disp_Z.
Input Parameters
Parameter Description
| Compulsory Parameters | ||
| Parameter | Values, Default(*) | Description |
|---|---|---|
| MAT | EL-MAT int | Linking to a material input block |
| INT_TYPE_PENTA | FULL | Control of integration type Only full integration is available |
| Optional Parameters | ||
| Parameter | Values, Default(*) | Description |
| EAS | int | Flag Enhances Assumed Strains (EAS) method Possible values are:
|
Example of a Complete Input Block
EL-PROP 1: SOLIDPENTA1 MAT = EL-MAT 1 INT_TYPE_PENTA = FULL EAS = 0
! ElementID Part-ID EL-PROP Node-IDs NEL 1 1 1 1 2 3 4 5 6
References
- ↑ Pictures taken from the notes to the lecture "Advanced Finite Element Methods for Solids, Plates and Shells" given by Carlos Felippa at the University of Colorado at Boulder. http://www.colorado.edu/engineering/CAS/courses.d/AFEM.d/ (4th August 2011)
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