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 StraightBeam.m.
Public Member Functions | |
StraightBeam (models.BaseFullModel model, material, pointsidx) | |
function M = | getLocalMassMatrix () |
Berechnet lokale Steifigkeits- und Massenmatrix eines Timoshenko-Balkens c kodiert Stoffparameter: c1 = E*I c2 = c1^2 = (E*I)^2 c3 = G*As*L c4 = c3^2 = (G*As*L)^2 c5 = G*As*L^2 c6 = c5^2 = (G*As*L^2)^2 c7 = c1*c5 = E*I*G*As*L^2 c8 = c1*G*As = E*I*G*As c9 = rho*A c10= q = rho*A*Ortsfaktor c11 = rho*I c12 = rho*A*l/6; c13 = E*A/l; c14 = G*I_t/l. More... | |
function K = | getLocalStiffnessMatrix () |
Berechnet lokale Steifigkeitsmatrix eines Timoshenko-Balkens. More... | |
function f = | getLocalForceMatrix () |
function [
K , R , U_pot ] = | getLocalTangentials (u) |
Wertet tangentielle Steifigkeitsmatrix, "Residuumsvektor" (= Vektor der virtuellen internen Energie) und potenzielle Energie aus. More... | |
function N = | beam_shape_functions_derivative (s) |
Wertet (analytische) Basisfunktion für einen geraden Balken der Länge L und den Stoffkonstanten c an der Stelle s aus. c1 = E*I c2 = c1^2 = (E*I)^2 c3 = G*As*L c4 = c3^2 = (G*As*L)^2 c5 = c3*L = G*As*L^2 c6 = c5^2 = (G*As*L^2)^2 c7 = c1*c5 = E*I*G*As*L^2 c8 = c1*G*As = E*I*G*As c9 = rho*A c10= rho*A*Ortsfaktor c11= rho*I c12= c9*L/6 = rho*A*L/6 c13= E*A/L c14= G*It/L c15= rho*It*L/6. More... | |
function | plot (p, u1, u2, col1, col2, plot_options) |
Zeichnet Timoshenko Balken mit analytischen Ansatzfunktionen mit Stoffparametern c 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. 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) |
Static Public Member Functions | |
static function N = | beam_shape_functions (s, L, c) |
Wertet (analytische) Basisfunktion für einen geraden Balken der Länge L und den Stoffkonstanten c an der Stelle s aus. c1 = E*I c2 = c1^2 = (E*I)^2 c3 = G*As*L c4 = c3^2 = (G*As*L)^2 c5 = c3*L = G*As*L^2 c6 = c5^2 = (G*As*L^2)^2 c7 = c1*c5 = E*I*G*As*L^2 c8 = c1*G*As = E*I*G*As c9 = rho*A c10= rho*A*Ortsfaktor c11= rho*I c12= c9*L/6 = rho*A*L/6 c13= E*A/L c14= G*It/L c15= rho*It*L/6. More... | |
Protected Member Functions | |
function | initialize () |
Initializes the straight beam element. More... | |
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 | |
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 Attributes inherited from models.beam.StructureElement | |
TG | |
c_theta = []; kappa = []; alphaA = []; The global transformation matrix (?) More... | |
models.beam.StraightBeam.StraightBeam | ( | models.BaseFullModel | model, |
material, | |||
pointsidx | |||
) |
Definition at line 42 of file StraightBeam.m.
References initialize().
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static |
Wertet (analytische) Basisfunktion für einen geraden Balken der Länge L und den Stoffkonstanten c an der Stelle s aus. c1 = E*I c2 = c1^2 = (E*I)^2 c3 = G*As*L c4 = c3^2 = (G*As*L)^2 c5 = c3*L = G*As*L^2 c6 = c5^2 = (G*As*L^2)^2 c7 = c1*c5 = E*I*G*As*L^2 c8 = c1*G*As = E*I*G*As c9 = rho*A c10= rho*A*Ortsfaktor c11= rho*I c12= c9*L/6 = rho*A*L/6 c13= E*A/L c14= G*It/L c15= rho*It*L/6.
Definition at line 615 of file StraightBeam.m.
References models.beam.StructureElement.c.
function N = models.beam.StraightBeam.beam_shape_functions_derivative | ( | s | ) |
Wertet (analytische) Basisfunktion für einen geraden Balken der Länge L und den Stoffkonstanten c an der Stelle s aus. c1 = E*I c2 = c1^2 = (E*I)^2 c3 = G*As*L c4 = c3^2 = (G*As*L)^2 c5 = c3*L = G*As*L^2 c6 = c5^2 = (G*As*L^2)^2 c7 = c1*c5 = E*I*G*As*L^2 c8 = c1*G*As = E*I*G*As c9 = rho*A c10= rho*A*Ortsfaktor c11= rho*I c12= c9*L/6 = rho*A*L/6 c13= E*A/L c14= G*It/L c15= rho*It*L/6.
Definition at line 345 of file StraightBeam.m.
References models.beam.StructureElement.c, and models.beam.StructureElement.Length.
Referenced by getLocalTangentials().
function f = models.beam.StraightBeam.getLocalForceMatrix | ( | ) |
Definition at line 195 of file StraightBeam.m.
References models.beam.StructureElement.c, l, models.beam.StructureElement.Length, models.beam.Material.q_plus, models.beam.StructureElement.T, t, and models.beam.StructureElement.TG.
function M = models.beam.StraightBeam.getLocalMassMatrix | ( | ) |
Berechnet lokale Steifigkeits- und Massenmatrix eines Timoshenko-Balkens c kodiert Stoffparameter: c1 = E*I c2 = c1^2 = (E*I)^2 c3 = G*As*L c4 = c3^2 = (G*As*L)^2 c5 = G*As*L^2 c6 = c5^2 = (G*As*L^2)^2 c7 = c1*c5 = E*I*G*As*L^2 c8 = c1*G*As = E*I*G*As c9 = rho*A c10= q = rho*A*Ortsfaktor c11 = rho*I c12 = rho*A*l/6; c13 = E*A/l; c14 = G*I_t/l.
Definition at line 48 of file StraightBeam.m.
References models.beam.StructureElement.c, l, models.beam.StructureElement.Length, t, and models.beam.StructureElement.TG.
function K = models.beam.StraightBeam.getLocalStiffnessMatrix | ( | ) |
Berechnet lokale Steifigkeitsmatrix eines Timoshenko-Balkens.
Definition at line 127 of file StraightBeam.m.
References models.beam.StructureElement.c, l, models.beam.StructureElement.Length, t, and models.beam.StructureElement.TG.
function [ K , R , U_pot ] = models.beam.StraightBeam.getLocalTangentials | ( | u | ) |
Wertet tangentielle Steifigkeitsmatrix, "Residuumsvektor" (= Vektor der virtuellen internen Energie) und potenzielle Energie aus.
Definition at line 211 of file StraightBeam.m.
References beam_shape_functions_derivative(), models.beam.StructureElement.c, F, models.beam.StructureElement.Length, t, and models.beam.StructureElement.TG.
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protected |
Initializes the straight beam element.
Definition at line 534 of file StraightBeam.m.
References models.beam.StructureElement.c, l, models.beam.StructureElement.Length, models.beam.StructureElement.Material, models.beam.StructureElement.Model, models.beam.StructureElement.PointsIdx, models.beam.StructureElement.T, t, and models.beam.StructureElement.TG.
Referenced by StraightBeam().
function models.beam.StraightBeam.plot | ( | p, | |
u1, | |||
u2, | |||
col1, | |||
col2, | |||
plot_options | |||
) |
Zeichnet Timoshenko Balken mit analytischen Ansatzfunktionen mit Stoffparametern c 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.
Definition at line 418 of file StraightBeam.m.
References models.beam.StructureElement.c, models.beam.StructureElement.Length, models.beam.StructureElement.PointsIdx, models.beam.Beam.split, models.beam.StructureElement.T, and t.