Plotting functions with matrices
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function [Om2, Pp] = GeneralizedEigenProblem(Kk,Mm);
% Solves the generalized eigen problem (Kk - W^2 Mm) u = 0
% Inputs
% Kk: stiffness matrix
% Mm: mass matrix
%Torque Force
%Excitation Frequency
%Force array
Mm= [3.2 0 0 0 0; 0 5.4 0 0 0; 0 0 6.5 0 0; 0 0 0 12.5 0; 0 0 0 0 3.7];
Kk= [23 -12.2 -4.4 0 0; -12.2 27.8 -15.6 0 0; -4.4 -15.6 30.5 -7.9 -2.6; 0 0 -7.9 16 0; 0 0 -2.6 0 26.9];
%----- Construct dynamic matrix
%
K1 = inv(Kk); Dd = K1*Mm;
%
% Compute Eigenvalues and Eigenvectors
%
[Pp, Lam] = eig(Dd);
%
%----- Adjust eigen values
%
nn = size(Kk,1);
for i=1:nn
Om2(i) = 1/Lam(i,i);
end
%
%----- Order eigen values
%
swap = 1;
while (swap == 1)
swap = 0;
for i=1:nn-1
if (Om2(i) > Om2(i+1))
swap = 1;
tr0 = Om2(i); Om2(i) = Om2(i+1); Om2(i+1) = tr0;
tr1 = Pp(:,i); Pp(:,i) = Pp(:,i+1); Pp(:,i+1) = tr1;
end
end
end
%
%----- Normalize eigen modes
%
for i=1:nn
ui = Pp(:,i);
mu = sqrt(transpose(ui)*Mm*ui);
Pp(:,i) = Pp(:,i)/mu;
end
disp('Eigenvalues 1 through 3')
u1=Pp(:,1)
freq1=sqrt(Om2(:,1))
u2=Pp(:,2)
freq2=sqrt(Om2(:,2))
u3=Pp(:,3)
freq3=sqrt(Om2(:,3))
u4=Pp(:,4)
freq4=sqrt(Om2(:,4))
u5=Pp(:,5)
freq5=sqrt(Om2(:,5))
disp('P matrix')
Pp;
%Finding the Rayleigh's Quotient
%Randomly picked numbers for alpha
a1=5;
a3=9;
a4=6;
a5=-4;
e=(a1.*u1)+(a3.*u3)+(a4.*u4)+(a5.*u5);
ep=-linspace(-.1,.1);
rq= ((u2'.*Kk.*u2)+(2*ep.*u2'.*Kk.*e)+((ep^2).*e'.*Kk.*e))/((u2'.*Mm.*u2)+(2*ep.*u2'.*Mm.*e)+((ep^2).*e'.*Mm.*e));
figure(1)
plot(ep,rq)
grid;
5 comentarios
madhan ravi
el 18 de Oct. de 2018
Editada: madhan ravi
el 18 de Oct. de 2018
Select the whole code and press the code button
Denikka Brent
el 18 de Oct. de 2018
madhan ravi
el 18 de Oct. de 2018
size(rq) and size(ep) ?
madhan ravi
el 18 de Oct. de 2018
size(ep) is 1 by 100 And the rest is 5 by 1 , ep size should be 5 by 5 or 5 by 1
Denikka Brent
el 18 de Oct. de 2018
Respuestas (1)
madhan ravi
el 18 de Oct. de 2018
Editada: madhan ravi
el 18 de Oct. de 2018
function [Om2, Pp] = GeneralizedEigenProblem(Kk,Mm);
% Solves the generalized eigen problem (Kk - W^2 Mm) u = 0
% Inputs
% Kk: stiffness matrix
% Mm: mass matrix
%Torque Force
%Excitation Frequency
%Force array
Mm= [3.2 0 0 0 0; 0 5.4 0 0 0; 0 0 6.5 0 0; 0 0 0 12.5 0; 0 0 0 0 3.7];
Kk= [23 -12.2 -4.4 0 0; -12.2 27.8 -15.6 0 0; -4.4 -15.6 30.5 -7.9 -2.6; 0 0 -7.9 16 0; 0 0 -2.6 0 26.9];
%----- Construct dynamic matrix
%
K1 = inv(Kk); Dd = K1*Mm;
%
% Compute Eigenvalues and Eigenvectors
%
[Pp, Lam] = eig(Dd);
%
%----- Adjust eigen values
%
nn = size(Kk,1);
for i=1:nn
Om2(i) = 1/Lam(i,i);
end
%
%----- Order eigen values
%
swap = 1;
while (swap == 1)
swap = 0;
for i=1:nn-1
if (Om2(i) > Om2(i+1))
swap = 1;
tr0 = Om2(i); Om2(i) = Om2(i+1); Om2(i+1) = tr0;
tr1 = Pp(:,i); Pp(:,i) = Pp(:,i+1); Pp(:,i+1) = tr1;
end
end
end
%
%----- Normalize eigen modes
%
for i=1:nn
ui = Pp(:,i);
mu = sqrt(transpose(ui)*Mm*ui);
Pp(:,i) = Pp(:,i)/mu;
end
disp('Eigenvalues 1 through 3')
u1=Pp(:,1)
freq1=sqrt(Om2(:,1))
u2=Pp(:,2)
freq2=sqrt(Om2(:,2))
u3=Pp(:,3)
freq3=sqrt(Om2(:,3))
u4=Pp(:,4)
freq4=sqrt(Om2(:,4))
u5=Pp(:,5)
freq5=sqrt(Om2(:,5))
disp('P matrix')
Pp;
%Finding the Rayleigh's Quotient
%Randomly picked numbers for alpha
a1=5;
a3=9;
a4=6;
a5=-4;
e=(a1.*u1)+(a3.*u3)+(a4.*u4)+(a5.*u5);
ep=-linspace(-.1,.1,5);
rq= ((u2'.*Kk.*u2)+(2*ep.*u2'.*Kk.*e)+((ep.^2).*e'.*Kk.*e))/((u2'.*Mm.*u2)+(2*ep.*u2'.*Mm.*e)+((ep.^2).*e'.*Mm.*e));
figure(1)
plot(ep,rq)
grid;
end
2 comentarios
Denikka Brent
el 18 de Oct. de 2018
madhan ravi
el 18 de Oct. de 2018
Yes exactly are what we can do is we can interpolate the points .
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