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KerMor
0.9
Model order reduction for nonlinear dynamical systems and nonlinear approximation
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KerMor
0.9
Model order reduction for nonlinear dynamical systems and nonlinear approximation
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This class is part of the framework
Homepage http://www.morepas.org/software/index.htmlDocumentation http://www.morepas.org/software/kermor/index.htmlLicense KerMor license conditions Definition at line 19 of file StructureElement.m.
Public Member Functions | |
| StructureElement (models.BaseFullModel model, material, pointsidx) | |
| virtual function [ M , K , f , K , R , U_pot , globIdx ] = | getGlobalIndices (gravity, this, u, this) |
Public Attributes | |
| PointsIdx | |
| Punkt-Index-Array. More... | |
| Material | |
| Material vector. More... | |
| Length | |
| Indizes (lokal pro Knoten) in die die lokalen Matrizen assembliert werden Konvention: Freiheitsgrade pro Knoten (u1, u2, u3, phi1, phi2, phi3, T, [...]) MatrixDofIndices; Länge des Elements. More... | |
| Model | |
| The model that contains the structure element. More... | |
| T | |
| Transformationsmatrix für das lokale Koordinatensystem. More... | |
| c | |
| Effektive Stoffkonstanten. More... | |
 Public Attributes inherited from handle | |
| addlistener | |
| Creates a listener for the specified event and assigns a callback function to execute when the event occurs. More... | |
| notify | |
| Broadcast a notice that a specific event is occurring on a specified handle object or array of handle objects. More... | |
| delete | |
| Handle object destructor method that is called when the object's lifecycle ends. More... | |
| disp | |
| Handle object disp method which is called by the display method. See the MATLAB disp function. More... | |
| display | |
| Handle object display method called when MATLAB software interprets an expression returning a handle object that is not terminated by a semicolon. See the MATLAB display function. More... | |
| findobj | |
| Finds objects matching the specified conditions from the input array of handle objects. More... | |
| findprop | |
| Returns a meta.property objects associated with the specified property name. More... | |
| fields | |
| Returns a cell array of string containing the names of public properties. More... | |
| fieldnames | |
| Returns a cell array of string containing the names of public properties. See the MATLAB fieldnames function. More... | |
| isvalid | |
| Returns a logical array in which elements are true if the corresponding elements in the input array are valid handles. This method is Sealed so you cannot override it in a handle subclass. More... | |
| eq | |
| Relational functions example. See details for more information. More... | |
| transpose | |
| Transposes the elements of the handle object array. More... | |
| permute | |
| Rearranges the dimensions of the handle object array. See the MATLAB permute function. More... | |
| reshape | |
| hanges the dimensions of the handle object array to the specified dimensions. See the MATLAB reshape function. More... | |
| sort | |
| ort the handle objects in any array in ascending or descending order. More... | |
Protected Attributes | |
| TG | |
| c_theta = []; kappa = []; alphaA = []; The global transformation matrix (?) More... | |
| models.beam.StructureElement.StructureElement | ( | models.BaseFullModel | model, |
| material, | |||
| pointsidx | |||
| ) |
Definition at line 131 of file StructureElement.m.
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pure virtual |
| models.beam.StructureElement.c |
Effektive Stoffkonstanten.
SetAccess = Protected, GetAccess = Public Definition at line 102 of file StructureElement.m.
Referenced by models.beam.StraightBeam.beam_shape_functions(), models.beam.StraightBeam.beam_shape_functions_derivative(), models.beam.CurvedBeam.getLocalForceMatrix(), models.beam.StraightBeam.getLocalForceMatrix(), models.beam.StraightBeam.getLocalMassMatrix(), models.beam.Truss.getLocalMassMatrix(), models.beam.CurvedBeam.getLocalMassMatrix(), models.beam.Truss.getLocalStiffnessMatrix(), models.beam.CurvedBeam.getLocalStiffnessMatrix(), models.beam.StraightBeam.getLocalStiffnessMatrix(), models.beam.Truss.getLocalTangentials(), models.beam.CurvedBeam.getLocalTangentials(), models.beam.StraightBeam.getLocalTangentials(), models.beam.CurvedBeam.initialize(), models.beam.StraightBeam.initialize(), and models.beam.StraightBeam.plot().
| models.beam.StructureElement.Length |
Indizes (lokal pro Knoten) in die die lokalen Matrizen assembliert werden Konvention: Freiheitsgrade pro Knoten (u1, u2, u3, phi1, phi2, phi3, T, [...]) MatrixDofIndices; Länge des Elements.
SetAccess = Protected, GetAccess = Public Definition at line 66 of file StructureElement.m.
Referenced by models.beam.StraightBeam.beam_shape_functions_derivative(), models.beam.CurvedBeam.circle_connect_matrix(), models.beam.Truss.getLocalForceMatrix(), models.beam.CurvedBeam.getLocalForceMatrix(), models.beam.StraightBeam.getLocalForceMatrix(), models.beam.StraightBeam.getLocalMassMatrix(), models.beam.CurvedBeam.getLocalMassMatrix(), models.beam.CurvedBeam.getLocalStiffnessMatrix(), models.beam.StraightBeam.getLocalStiffnessMatrix(), models.beam.Truss.getLocalTangentials(), models.beam.CurvedBeam.getLocalTangentials(), models.beam.StraightBeam.getLocalTangentials(), models.beam.CurvedBeam.initialize(), models.beam.StraightBeam.initialize(), models.beam.Truss.plot(), models.beam.CurvedBeam.plot(), and models.beam.StraightBeam.plot().
| models.beam.StructureElement.Material |
Material vector.
SetAccess = Private, GetAccess = Public Definition at line 52 of file StructureElement.m.
Referenced by models.beam.CurvedBeam.initialize(), and models.beam.StraightBeam.initialize().
| models.beam.StructureElement.Model |
The model that contains the structure element.
SetAccess = Protected, GetAccess = Public Definition at line 80 of file StructureElement.m.
Referenced by models.beam.Truss.getGlobalIndices(), models.beam.Beam.getGlobalIndices(), models.beam.CurvedBeam.initialize(), models.beam.StraightBeam.initialize(), and StructureElement().
| models.beam.StructureElement.PointsIdx |
Punkt-Index-Array.
SetAccess = Private, GetAccess = Public Definition at line 41 of file StructureElement.m.
Referenced by models.beam.Truss.getGlobalIndices(), models.beam.Beam.getGlobalIndices(), models.beam.CurvedBeam.initialize(), models.beam.StraightBeam.initialize(), models.beam.Truss.plot(), models.beam.StraightBeam.plot(), and StructureElement().
| models.beam.StructureElement.T |
Transformationsmatrix für das lokale Koordinatensystem.
SetAccess = Protected, GetAccess = Public Definition at line 91 of file StructureElement.m.
Referenced by models.beam.Truss.getLocalForceMatrix(), models.beam.CurvedBeam.getLocalForceMatrix(), models.beam.StraightBeam.getLocalForceMatrix(), models.beam.CurvedBeam.initialize(), models.beam.StraightBeam.initialize(), models.beam.Truss.plot(), models.beam.CurvedBeam.plot(), and models.beam.StraightBeam.plot().
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protected |
c_theta = []; kappa = []; alphaA = []; The global transformation matrix (?)
Is assigned in the subclasses' initialize method.
Definition at line 116 of file StructureElement.m.
Referenced by models.beam.Truss.getLocalForceMatrix(), models.beam.CurvedBeam.getLocalForceMatrix(), models.beam.StraightBeam.getLocalForceMatrix(), models.beam.StraightBeam.getLocalMassMatrix(), models.beam.Truss.getLocalMassMatrix(), models.beam.CurvedBeam.getLocalMassMatrix(), models.beam.Truss.getLocalStiffnessMatrix(), models.beam.CurvedBeam.getLocalStiffnessMatrix(), models.beam.StraightBeam.getLocalStiffnessMatrix(), models.beam.Truss.getLocalTangentials(), models.beam.CurvedBeam.getLocalTangentials(), models.beam.StraightBeam.getLocalTangentials(), models.beam.CurvedBeam.initialize(), and models.beam.StraightBeam.initialize().
1.8.6