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| | [[Category: Users:Structural Optimization]] | | [[Category: Users:Structural Optimization]] |
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| − | | + | documentation will be added soon. |
| − | == General Description ==
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| − | | + | |
| − | === Short Info ===
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| − | ole, ole, super response function-
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| − | evtl ein bild zur erklärung [[File:Element_hexa_topo.png|400px|border|up|irgendein erklärungstext]]
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| − | referenzen wie diese:
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| − | <ref name="AnRa93"
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| − | > U. Andelfinger, E. Ramm: „EAS-Elements for two-dimensional, three-dimensional, plate and shell structures and their equivalence to HR-Elements“, in „International Journal for Numerical Methods in Engineeering“, Vol. 36, 1993, pages 1311-1337
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| − | </ref>.
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| − | | + | |
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| − | === Parameters in the Input File ===
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| − | {| border="1" cellpadding="3" cellspacing="0"
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| − | |colspan="3" style="background:#efefef;"| Compulsory Parameters
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| − | |-
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| − | !Parameter
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| − | !Values, Default(*)
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| − | !Description
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| − | |-
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| − | !MATERIAL
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| − | |EL-MAT ''int''
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| − | |Linking to a material input block
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| − | |-
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| − | !INT_TYPE_HEXA
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| − | |FULL, REDUCED
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| − | |Control of integration type <br>
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| − | 20-noded elements are able to perform a uniform reduced integration (2x2x2 instead of 3x3x3) without hourglassing stabilisation
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| − | |-
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| − | |colspan="3" style="background:#efefef;"| Optional Parameters
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| − | |-
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| − | !Parameter
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| − | !Values, Default(*)
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| − | !Description
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| − | |-
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| − | !EAS
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| − | |''int''
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| − | |Flag Enhances Assumed Strains (EAS) method <br>
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| − | Possible values are:
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| − | * 0* = EAS off
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| − | * 9 = full and locking free linear strains can be described (recommended for one axial bending)
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| − | * 15 = ellimination of parasitic bi-linear strains
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| − | * 24 = full and locking free bi-linear strains can be described (recommended for two axial bending)
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| − | * 30 = full tri-linear strains can be described
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| − | |-
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| − | |}
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| − | | + | |
| − | | + | |
| − | === Example of a Complete Input Block ===
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| − | | + | |
| − | bla bla blub bla bla
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| − | | + | |
| − | <pre>
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| − | EL-PROP 1: SOLIDHEXA1
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| − | MAT = EL-MAT 1
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| − | INT_TYPE_HEXA = FULL
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| − | EAS = 0
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| − | </pre>
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| − | | + | |
| − | | + | |
| − | | + | |
| − | == A complete test example ==
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| − | | + | |
| − | | + | |
| − | === Model description ===
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| − | blabla mit bildern
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| − | <gallery caption="" widths="350px" heights="350px" perrow="2">
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| − | File:Cantilever_locking.JPG | HEXA8
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| − | File:Cantilever_lockingfree.JPG | HEXA8EAS9
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| − | </gallery>
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| − | | + | |
| − | | + | |
| − | === Input File ===
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| − | | + | |
| − | bla
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| − | | + | |
| − | | + | |
| − | === Documented Results ===
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| − | | + | |
| − | bla
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| − | | + | |
| − | | + | |
| − | == Theory and Details ==
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| − | | + | |
| − | bla
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| − | | + | |
| − | | + | |
| − | == References ==
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| − | | + | |
| − | <references/>
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