Thanksa lot. I got it (the outcome of k and m are not nue=meric values at first, so it is needed to convert them into numeric values (using 'double') then apply the 'eig' function. Or first initialize/preallocate them via zeros ...
error in using eig built-in function
2 Ansichten (letzte 30 Tage)
Ältere Kommentare anzeigen
Hi all,
I run into an issue whrn using the 'eig'.
I have 2 matrcies, and need to find the eigenvalues of using eig function.
Any hints why I run into such an issue?
Thanks in advance.
code snippet including the k and m matrcies are attached.
clc; close all; clear all;
ro = 2700; %kg/m^3
a = 4e-2; %
b = 1e-2;
c = 1; % same as L
L = c;
A = a* b; % cross section area
E = 70e09; % Youngs' modulus
I = (1/12)*(a*b^3)% second moment of area. NOT mass moment
% case study is; simply-supported (pined-pined) beam
% lateral or transverse vibrations
syms x
n = 1 : 1 : 10;
gamma = n .* pi ./ L;
% phi = sin(gamma.*x);
for i = 1 : length(n)
for j = 1 : length(n)
phi(i) = sin((i*pi/L)*x);
phi(j) = sin((j*pi/L)*x);
m(i , j) = int(ro*A*phi(i)*phi(j), x, 0, L);
k_RR_Lag(i , j) = int(E*I*(diff(phi(i), x, 2)*diff(phi(j), x, 2)), x, 0, L);
end
end
[eig_vec, eig_val] = eig(k_RR_Lag, m);
% Sort eigenvectors and eigenvalues
[eig_val, idx] = sort(diag(eig_val));
eig_vec = eig_vec(:, idx);
% Display results
disp('Eigenvalues:');
disp(eig_val);
disp('Eigenvectors:');
disp(eig_vec);
1 Kommentar
Antworten (2)
Walter Roberson
am 14 Nov. 2023
Symbolic eig() does not support generalized eigenvalues.
1 Kommentar
Walter Roberson
am 14 Nov. 2023
format long g
clc; close all; clear all;
ro = 2700; %kg/m^3
a = 4e-2; %
b = 1e-2;
c = 1; % same as L
L = c;
A = a* b; % cross section area
E = 70e09; % Youngs' modulus
I = (1/12)*(a*b^3)% second moment of area. NOT mass moment
% case study is; simply-supported (pined-pined) beam
% lateral or transverse vibrations
syms x
n = 1 : 1 : 10;
gamma = n .* pi ./ L;
% phi = sin(gamma.*x);
for i = 1 : length(n)
for j = 1 : length(n)
phi(i) = sin((i*pi/L)*x);
phi(j) = sin((j*pi/L)*x);
m(i , j) = int(ro*A*phi(i)*phi(j), x, 0, L);
k_RR_Lag(i , j) = int(E*I*(diff(phi(i), x, 2)*diff(phi(j), x, 2)), x, 0, L);
end
end
[eig_vec, eig_val] = eig(double(k_RR_Lag), double(m));
% Sort eigenvectors and eigenvalues
[eig_val, idx] = sort(diag(eig_val));
eig_vec = eig_vec(:, idx);
% Display results
disp('Eigenvalues:');
disp(eig_val);
disp('Eigenvectors:');
disp(eig_vec);
Dyuman Joshi
am 14 Nov. 2023
Bearbeitet: Dyuman Joshi
am 14 Nov. 2023
So, you can convert the variables to a numeric data type, preferrably by using double() .
Or you can preallocate them as a double array, as the values will then be automatically stored as double() values -
ro = 2700; %kg/m^3
a = 4e-2; %
b = 1e-2;
c = 1; % same as L
L = c;
A = a* b; % cross section area
E = 70e09; % Youngs' modulus
I = (1/12)*(a*b^3); % second moment of area. NOT mass moment
% case study is; simply-supported (pined-pined) beam
% lateral or transverse vibrations
syms x
n = 1 : 1 : 10;
gamma = n .* pi ./ L;
num = numel(n);
%% Preallocate a double() array
m = zeros(num);
k_RR_Lag = zeros(num);
for i = 1 : length(n)
for j = 1 : length(n)
phii = sin((i*pi/L)*x);
phij = sin((j*pi/L)*x);
m(i , j) = int(ro*A*phii*phij, x, 0, L);
k_RR_Lag(i , j) = int(E*I*(diff(phii, x, 2)*diff(phij, x, 2)), x, 0, L);
end
end
[eig_vec, eig_val] = eig(k_RR_Lag, m);
% Sort eigenvectors and eigenvalues
[eig_val, idx] = sort(diag(eig_val));
eig_vec = eig_vec(:, idx);
% Display results
disp('Eigenvalues:');
disp(eig_val);
disp('Eigenvectors:');
disp(eig_vec);
0 Kommentare
Siehe auch
Kategorien
Mehr zu Linear Algebra finden Sie in Help Center und File Exchange
Community Treasure Hunt
Find the treasures in MATLAB Central and discover how the community can help you!
Start Hunting!