KerMor
0.9
Model order reduction for nonlinear dynamical systems and nonlinear approximation
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This class is part of the framework
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KerMor license conditions Definition at line 19 of file CurvedBeam.m.
Public Member Functions | |
CurvedBeam (models.BaseFullModel model, material, pointsidx) | |
function M = | getLocalMassMatrix () |
Berechnet lokale Steifigkeits- und Massenmatrix eines gekrümmten Timoshenko-Balkens (Viertelkreis) (numerisch mit speziell gewonnenen Ansatzfunktionen) More... | |
function K = | getLocalStiffnessMatrix () |
Berechnet lokale Steifigkeits- und Massenmatrix eines gekrümmten Timoshenko-Balkens (Viertelkreis) (numerisch mit speziell gewonnenen Ansatzfunktionen) More... | |
function f = | getLocalForceMatrix () |
Berechnet lokale Steifigkeits- und Massenmatrix eines gekrümmten Timoshenko-Balkens (Viertelkreis) (numerisch mit speziell gewonnenen Ansatzfunktionen) More... | |
function [
K , R , U_pot ] = | getLocalTangentials (u) |
function B = | circle_connect_matrix () |
function N = | circle_shape_functions (s, B) |
Wertet die Basisfunktionen für ein Kreiselement aus: Auf dem Element werden konstante Strains angenommen => DGLs der Form x' = Ax + c2 müssen gelöst werden. x = (u1, u2, u3, theta1, theta2, theta3). Es ergibt sich eine Lösung der Form: x(s) = C(s) * c. Wobei C 6x12 und c ein Vektor mit Konstanten der Länge 12 ist. (c = [x(0); c2]) Um nun Basisfunktionen zu generieren müssen die Lösungen x(s) mit den Werten an den beiden Enden des Elements verbunden werden: v = [x(0); x(L)] = [C(0); C(L)] * c =: inv(B) * c. More... | |
function | plot (p, u1, u2, col1, col2, plot_options) |
Zeichnet Timoshenko Kreisbogen Die Ansatzfunktionen werden dabei an N Zwischenstellen ausgewertet, d.h. N=0 ist zulässig Anfangs- und Endpunkte (x, y, z), sowie Anfangs- und Endverschiebung (lokal!) (u, v, w, phi, psi, theta) sind gegeben. Colormap-Indices für Anfangs-/Endpunkt col1/col2 sind gegeben, Farbe wird linear interpoliert centerline = 2; % Art der Mittellinie (0: keine, 1: dünn, 2: dick mit Endmarkierung) More... | |
Public Member Functions inherited from models.beam.Beam | |
Beam (models.BaseFullModel model, material, pointsidx) | |
function
globIdx = | getGlobalIndices () |
Returns the global indices in the vector of DoFs for this element. More... | |
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) |
Public Attributes | |
pc | |
R | |
angle | |
Fren | |
B | |
B3 | |
B4 | |
T_block1 | |
T_block2 | |
Public Attributes inherited from models.beam.Beam | |
split | |
Speichert den anteil des jeweiligen Elements an der Gesamtsystemlänge. More... | |
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 Member Functions | |
function | initialize () |
Protected Member Functions inherited from models.beam.Beam | |
function | initialize () |
this.c_theta = this.Material(9); this.kappa = this.Material(10); this.alphaA = this.Material(11) * this.Material(2) * this.Material(3); % alpha*A*E More... | |
Additional Inherited Members | |
Protected Attributes inherited from models.beam.StructureElement | |
TG | |
c_theta = []; kappa = []; alphaA = []; The global transformation matrix (?) More... | |
models.beam.CurvedBeam.CurvedBeam | ( | models.BaseFullModel | model, |
material, | |||
pointsidx | |||
) |
Definition at line 71 of file CurvedBeam.m.
References initialize(), and pc.
function B = models.beam.CurvedBeam.circle_connect_matrix | ( | ) |
Definition at line 327 of file CurvedBeam.m.
References B, circle_shape_functions(), and models.beam.StructureElement.Length.
Referenced by initialize().
function N = models.beam.CurvedBeam.circle_shape_functions | ( | s, | |
B | |||
) |
Wertet die Basisfunktionen für ein Kreiselement aus: Auf dem Element werden konstante Strains angenommen => DGLs der Form x' = Ax + c2 müssen gelöst werden. x = (u1, u2, u3, theta1, theta2, theta3). Es ergibt sich eine Lösung der Form: x(s) = C(s) * c. Wobei C 6x12 und c ein Vektor mit Konstanten der Länge 12 ist. (c = [x(0); c2]) Um nun Basisfunktionen zu generieren müssen die Lösungen x(s) mit den Werten an den beiden Enden des Elements verbunden werden: v = [x(0); x(L)] = [C(0); C(L)] * c =: inv(B) * c.
Definition at line 335 of file CurvedBeam.m.
Referenced by circle_connect_matrix(), getLocalForceMatrix(), getLocalMassMatrix(), getLocalStiffnessMatrix(), getLocalTangentials(), and plot().
function f = models.beam.CurvedBeam.getLocalForceMatrix | ( | ) |
Berechnet lokale Steifigkeits- und Massenmatrix eines gekrümmten Timoshenko-Balkens (Viertelkreis) (numerisch mit speziell gewonnenen Ansatzfunktionen)
c1 = E*I c2 = G*It c3 = E*A c4 = G*As c5 = rho*A c6 = rho*I c7 = rho*It
Definition at line 168 of file CurvedBeam.m.
References B, models.beam.StructureElement.c, circle_shape_functions(), models.beam.StructureElement.Length, models.beam.Material.q_plus, models.beam.StructureElement.T, t, and models.beam.StructureElement.TG.
function M = models.beam.CurvedBeam.getLocalMassMatrix | ( | ) |
Berechnet lokale Steifigkeits- und Massenmatrix eines gekrümmten Timoshenko-Balkens (Viertelkreis) (numerisch mit speziell gewonnenen Ansatzfunktionen)
c1 = E*I c2 = G*It c3 = E*A c4 = G*As c5 = rho*A c6 = rho*I c7 = rho*It
Definition at line 78 of file CurvedBeam.m.
References B, models.beam.StructureElement.c, circle_shape_functions(), models.beam.StructureElement.Length, t, and models.beam.StructureElement.TG.
function K = models.beam.CurvedBeam.getLocalStiffnessMatrix | ( | ) |
Berechnet lokale Steifigkeits- und Massenmatrix eines gekrümmten Timoshenko-Balkens (Viertelkreis) (numerisch mit speziell gewonnenen Ansatzfunktionen)
c1 = E*I c2 = G*It c3 = E*A c4 = G*As c5 = rho*A c6 = rho*I c7 = rho*It
Definition at line 120 of file CurvedBeam.m.
References B, B3, B4, models.beam.StructureElement.c, circle_shape_functions(), models.beam.StructureElement.Length, t, and models.beam.StructureElement.TG.
function [K , R , U_pot ] = models.beam.CurvedBeam.getLocalTangentials | ( | u | ) |
Definition at line 201 of file CurvedBeam.m.
References B, B3, B4, models.beam.StructureElement.c, circle_shape_functions(), F, models.beam.StructureElement.Length, R, t, and models.beam.StructureElement.TG.
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protected |
Definition at line 512 of file CurvedBeam.m.
References angle, B, B3, B4, models.beam.StructureElement.c, circle_connect_matrix(), Fren, models.beam.StructureElement.Length, models.beam.StructureElement.Material, models.beam.StructureElement.Model, pc, models.beam.StructureElement.PointsIdx, R, models.beam.StructureElement.T, t, T_block1, T_block2, and models.beam.StructureElement.TG.
Referenced by CurvedBeam().
function models.beam.CurvedBeam.plot | ( | p, | |
u1, | |||
u2, | |||
col1, | |||
col2, | |||
plot_options | |||
) |
Zeichnet Timoshenko Kreisbogen Die Ansatzfunktionen werden dabei an N Zwischenstellen ausgewertet, d.h. N=0 ist zulässig Anfangs- und Endpunkte (x, y, z), sowie Anfangs- und Endverschiebung (lokal!) (u, v, w, phi, psi, theta) sind gegeben. Colormap-Indices für Anfangs-/Endpunkt col1/col2 sind gegeben, Farbe wird linear interpoliert centerline = 2; % Art der Mittellinie (0: keine, 1: dünn, 2: dick mit Endmarkierung)
crosssection = 0; % Querschnitte (0: keine, 1: nach Theorie 1. Ordn, 2: Theorie 2. Ordn, sonst: exakt rotiert)
Definition at line 394 of file CurvedBeam.m.
References B, circle_shape_functions(), Fren, models.beam.StructureElement.Length, pc, R, models.beam.Beam.split, models.beam.StructureElement.T, t, T_block1, and T_block2.
models.beam.CurvedBeam.angle |
Definition at line 45 of file CurvedBeam.m.
Referenced by initialize().
models.beam.CurvedBeam.B |
Definition at line 49 of file CurvedBeam.m.
Referenced by circle_connect_matrix(), circle_shape_functions(), getLocalForceMatrix(), getLocalMassMatrix(), getLocalStiffnessMatrix(), getLocalTangentials(), initialize(), and plot().
models.beam.CurvedBeam.B3 |
Definition at line 51 of file CurvedBeam.m.
Referenced by getLocalStiffnessMatrix(), getLocalTangentials(), and initialize().
models.beam.CurvedBeam.B4 |
Definition at line 53 of file CurvedBeam.m.
Referenced by getLocalStiffnessMatrix(), getLocalTangentials(), and initialize().
models.beam.CurvedBeam.Fren |
Definition at line 47 of file CurvedBeam.m.
Referenced by initialize(), and plot().
models.beam.CurvedBeam.pc |
Definition at line 41 of file CurvedBeam.m.
Referenced by CurvedBeam(), initialize(), and plot().
models.beam.CurvedBeam.R |
Definition at line 43 of file CurvedBeam.m.
Referenced by circle_shape_functions(), getLocalTangentials(), initialize(), and plot().
models.beam.CurvedBeam.T_block1 |
Definition at line 58 of file CurvedBeam.m.
Referenced by initialize(), and plot().
models.beam.CurvedBeam.T_block2 |
Definition at line 60 of file CurvedBeam.m.
Referenced by initialize(), and plot().