Users:General FEM Analysis/Elements Reference/Membrane NURBS
From Carat++ Public Wiki
< Users:General FEM Analysis | Elements Reference(Difference between revisions)
(→Example of a Complete Input Block) |
(→Parameter Description) |
||
| (6 intermediate revisions by one user not shown) | |||
| Line 1: | Line 1: | ||
| − | + | == General Description == | |
| + | === Element Type === | ||
| + | |||
| + | * This membrane element is an isotropic plane stress element accounting for prestress | ||
| + | * The membrane element neglects bending stiffness | ||
| + | * The ratio of the thickness and the lengths in the other two directions is much smaller than one ( t/Lx << 1 and t/Ly << 1), the membrane is reduced to its mid-surface | ||
| + | * The thickness is constant over the element | ||
| + | |||
| + | An extensive description of the element can be found in <ref name="Phi16">B. Philipp, M. Breitenberger, I. D’Auria, R.Wüchner, and | ||
| + | K.-U. Bletzinger. "Integrated design and analysis of structural | ||
| + | membranes using the Isogeometric B-Rep Analysis." In: Computer | ||
| + | Methods in AppliedMechanics and Engineering 303 (May 2016), | ||
| + | pp. 312–340. DOI: 10.1016/j.cma.2016.02.003.</ref> | ||
| + | |||
| + | |||
| + | == Input Parameters == | ||
| + | |||
| + | === Parameter Description === | ||
| + | |||
| + | {| border="1" cellpadding="3" cellspacing="0" | ||
| + | |colspan="3" style="background:#efefef;"| Compulsory Parameters | ||
| + | |- | ||
| + | !Parameter | ||
| + | !Values, Default(*) | ||
| + | !Description | ||
| + | |- | ||
| + | !MAT | ||
| + | |EL-MAT ''int'' | ||
| + | |Number for the used Material | ||
| + | e.g. MAT=EL-MAT 1 | ||
| + | |- | ||
| + | !THICKNESS | ||
| + | |''real'' | ||
| + | |Thickness of the membrane | ||
| + | |- | ||
| + | !INT_TYPE_MEMBRANE_NURBS | ||
| + | |FULL or USER | ||
| + | |Type of numerical integration. With FULL the integration rule is automatically chosen, with USER it can manually be defined. For USER also the parameters GAUSS_U and GAUSS_V have to be defined. | ||
| + | |- | ||
| + | !GAUSS_U, GAUSS_V | ||
| + | |''int'' | ||
| + | |Number of integration points in u and v-direction, respectively. In case of INT_TYPE_MEMBRANE_NURBS = FULL this specification is not required. | ||
| + | |- | ||
| + | !A_X, A_Y, A_Z | ||
| + | B_X, B_Y, B_Z | ||
| + | | | ||
| + | |Definition of the principal directions of the surface to define the prestress directions, only applied with anisotropic prestress conditions. (see description of Membrane1-element) | ||
| + | |- | ||
| + | !SIG11 | ||
| + | SIG22 | ||
| + | SIG12 | ||
| + | |''reals'' | ||
| + | |Prestress state of the membrane. (see description of Membrane1-element) | ||
| + | |- | ||
| + | |} | ||
=== Example of a Complete Input Block === | === Example of a Complete Input Block === | ||
| Line 25: | Line 79: | ||
A_X=1.0 A_Y=0.0 A_Z=0.0 !AREA FOR THE DEFINITION OF THE PRESTRESS | A_X=1.0 A_Y=0.0 A_Z=0.0 !AREA FOR THE DEFINITION OF THE PRESTRESS | ||
B_X=0.0 B_Y=1.0 B_Z=0.0 !VECTOR A AND VECTOR B DEFINE THE AREA | B_X=0.0 B_Y=1.0 B_Z=0.0 !VECTOR A AND VECTOR B DEFINE THE AREA | ||
| − | <pre> | + | </pre> |
The possibility for oriented anisotropic prestress fields is foreseen, yet no distortion control as for the classical FEM Membrane1-element is implemented. | The possibility for oriented anisotropic prestress fields is foreseen, yet no distortion control as for the classical FEM Membrane1-element is implemented. | ||
| − | |||
| − | |||
| − | |||
== Tests and Benchmarks == | == Tests and Benchmarks == | ||
| Line 38: | Line 89: | ||
* form-finding of a four-point sail with with B-Rep edge cables and elastic columns as supports: ..\examples\benchmark_examples\isogeometric\iga_formfinding_4point_with_trusses\cbm_4PointSailwTrusses.txt | * form-finding of a four-point sail with with B-Rep edge cables and elastic columns as supports: ..\examples\benchmark_examples\isogeometric\iga_formfinding_4point_with_trusses\cbm_4PointSailwTrusses.txt | ||
* static geometrically non-linear analysis of a prestressed single-patch membrane with fixed boundaries: ..\examples\benchmark_examples\isogeometric\iga_membrane_nln_1\cbm_iga_membrane_nln_1.txt | * static geometrically non-linear analysis of a prestressed single-patch membrane with fixed boundaries: ..\examples\benchmark_examples\isogeometric\iga_membrane_nln_1\cbm_iga_membrane_nln_1.txt | ||
| + | |||
| + | == References == | ||
| + | |||
| + | <references/> | ||
Latest revision as of 09:01, 13 January 2017
Contents |
General Description
Element Type
- This membrane element is an isotropic plane stress element accounting for prestress
- The membrane element neglects bending stiffness
- The ratio of the thickness and the lengths in the other two directions is much smaller than one ( t/Lx << 1 and t/Ly << 1), the membrane is reduced to its mid-surface
- The thickness is constant over the element
An extensive description of the element can be found in [1]
Input Parameters
Parameter Description
| Compulsory Parameters | ||
| Parameter | Values, Default(*) | Description |
|---|---|---|
| MAT | EL-MAT int | Number for the used Material
e.g. MAT=EL-MAT 1 |
| THICKNESS | real | Thickness of the membrane |
| INT_TYPE_MEMBRANE_NURBS | FULL or USER | Type of numerical integration. With FULL the integration rule is automatically chosen, with USER it can manually be defined. For USER also the parameters GAUSS_U and GAUSS_V have to be defined. |
| GAUSS_U, GAUSS_V | int | Number of integration points in u and v-direction, respectively. In case of INT_TYPE_MEMBRANE_NURBS = FULL this specification is not required. |
| A_X, A_Y, A_Z
B_X, B_Y, B_Z |
Definition of the principal directions of the surface to define the prestress directions, only applied with anisotropic prestress conditions. (see description of Membrane1-element) | |
| SIG11
SIG22 SIG12 |
reals | Prestress state of the membrane. (see description of Membrane1-element) |
Example of a Complete Input Block
EL-PROP 1 : MEMBRANE_NURBS MAT= EL-MAT 1 THICKNESS= 1.0 INT_TYPE_MEMBRANE_NURBS = FULL !or USER PROJECTED_PRESTRESS=1 SIG11=400.0 SIG22=400.0 SIG12=0.0 A_X=1.0 A_Y=0.0 A_Z=0.0 !AREA FOR THE DEFINITION OF THE PRESTRESS B_X=0.0 B_Y=1.0 B_Z=0.0 !VECTOR A AND VECTOR B DEFINE THE AREA
The possibility for oriented anisotropic prestress fields is foreseen, yet no distortion control as for the classical FEM Membrane1-element is implemented.
Tests and Benchmarks
The element Membrane_NURBS has successfully been applied in 3D in various geometrically non-linear static applications, as well as in form-finding.
Benchmark examples
- form-finding of a four-point sail with with B-Rep edge cables and elastic columns as supports: ..\examples\benchmark_examples\isogeometric\iga_formfinding_4point_with_trusses\cbm_4PointSailwTrusses.txt
- static geometrically non-linear analysis of a prestressed single-patch membrane with fixed boundaries: ..\examples\benchmark_examples\isogeometric\iga_membrane_nln_1\cbm_iga_membrane_nln_1.txt
References
- ↑ B. Philipp, M. Breitenberger, I. D’Auria, R.Wüchner, and K.-U. Bletzinger. "Integrated design and analysis of structural membranes using the Isogeometric B-Rep Analysis." In: Computer Methods in AppliedMechanics and Engineering 303 (May 2016), pp. 312–340. DOI: 10.1016/j.cma.2016.02.003.
| Whos here now: Members 0 Guests 0 Bots & Crawlers 1 |
