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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 Public Member Functions | |
| Truss (models.BaseFullModel model, material, pointsidx) | |
| function
globIdx = | getGlobalIndices () |
| Returns the global indices in the vector of DoFs for this element. More... | |
| function M = | getLocalMassMatrix () |
| Berechnet lokale Steifigkeits- und Massenmatrix eines Stabes c kodiert Stoffparameter: c1 = E*A/L (Federhärte) c2 = rho*A*L/6. More... | |
| function K = | getLocalStiffnessMatrix () |
| Berechnet lokale Steifigkeitsmatrix eines Stabes c kodiert Stoffparameter: c1 = E*A/L (Federhärte) c2 = rho*A*L/6. More... | |
| function f = | getLocalForceMatrix () |
| Berechnet lokale Kraft eines Stabes. More... | |
| function [
K , R ] = | getLocalTangentials (u) |
| Berechnet lokale tangentiale Steifigkeits- und Massenmatrix eines Stabes c kodiert Stoffparameter: c1 = E*A/L (Federhärte) c2 = rho*A*L/6. More... | |
| function | plot (p, u_elem, plot_options) |
 Public Member Functions inherited from models.beam.StructureElement | |
| StructureElement (models.BaseFullModel model, material, pointsidx) | |
| virtual function [ M , K , f , K , R , U_pot , globIdx ] = | getGlobalIndices (gravity, this, u, this) |
Static Public Attributes | |
| static const | PlotSplitFactor = 5 |
Additional Inherited Members | |
| Public Attributes inherited from models.beam.StructureElement | |
| 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 inherited from models.beam.StructureElement | |
| TG | |
| c_theta = []; kappa = []; alphaA = []; The global transformation matrix (?) More... | |
| models.beam.Truss.Truss | ( | models.BaseFullModel | model, |
| material, | |||
| pointsidx | |||
| ) |
| function globIdx = models.beam.Truss.getGlobalIndices | ( | ) |
Returns the global indices in the vector of DoFs for this element.
Identical for straight and curved beams.
Definition at line 52 of file Truss.m.
References models.beam.StructureElement.Model, and models.beam.StructureElement.PointsIdx.
| function f = models.beam.Truss.getLocalForceMatrix | ( | ) |
Berechnet lokale Kraft eines Stabes.
Definition at line 103 of file Truss.m.
References models.beam.Material.A, models.beam.StructureElement.Length, models.beam.Material.rho, models.beam.StructureElement.T, t, and models.beam.StructureElement.TG.
| function M = models.beam.Truss.getLocalMassMatrix | ( | ) |
Berechnet lokale Steifigkeits- und Massenmatrix eines Stabes c kodiert Stoffparameter: c1 = E*A/L (Federhärte) c2 = rho*A*L/6.
Definition at line 69 of file Truss.m.
References models.beam.StructureElement.c, t, and models.beam.StructureElement.TG.
| function K = models.beam.Truss.getLocalStiffnessMatrix | ( | ) |
Berechnet lokale Steifigkeitsmatrix eines Stabes c kodiert Stoffparameter: c1 = E*A/L (Federhärte) c2 = rho*A*L/6.
Definition at line 86 of file Truss.m.
References models.beam.StructureElement.c, t, and models.beam.StructureElement.TG.
| function [ K , R ] = models.beam.Truss.getLocalTangentials | ( | u | ) |
Berechnet lokale tangentiale Steifigkeits- und Massenmatrix eines Stabes c kodiert Stoffparameter: c1 = E*A/L (Federhärte) c2 = rho*A*L/6.
Definition at line 116 of file Truss.m.
References models.beam.StructureElement.c, models.beam.StructureElement.Length, t, and models.beam.StructureElement.TG.
| function models.beam.Truss.plot | ( | p, | |
| u_elem, | |||
| plot_options | |||
| ) |
Definition at line 150 of file Truss.m.
References models.beam.StructureElement.Length, PlotSplitFactor, models.beam.StructureElement.PointsIdx, and models.beam.StructureElement.T.
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static |
1.8.6