KerMor  0.9
Model order reduction for nonlinear dynamical systems and nonlinear approximation
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models.beam.StraightBeam Class Reference

StraightBeam: More...

Detailed Description

StraightBeam:

Author
Daniel Wirtz
Date
2011-12-05
New in 0.6:
(Daniel Wirtz, 2011-12-05) Added this class.

This class is part of the framework

KerMor - Model Order Reduction using Kernels

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...
 

Constructor & Destructor Documentation

models.beam.StraightBeam.StraightBeam ( models.BaseFullModel  model,
  material,
  pointsidx 
)

Definition at line 42 of file StraightBeam.m.

References initialize().

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Member Function Documentation

function N = models.beam.StraightBeam.beam_shape_functions (   s,
  L,
  c 
)
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().

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function f = models.beam.StraightBeam.getLocalForceMatrix ( )
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.

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
Note
Habe das ehemals in prepareConstants liegende index_lok
hier ans ende jeder fkt gepackt
index_0_lok = [1 5 9 3 10 6]; index_l_lok = [2 7 11 4 12 8]; index_lok = [index_0_lok index_l_lok]

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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function models.beam.StraightBeam.initialize ( )
protected
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.

Required fields of plot_options:

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.


The documentation for this class was generated from the following file: