How can I model second order ODE with matrices and external forcing?
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Hello. I am new to MATLAB-based modeling of ODEs, and I was wondering if someone here can help me with simulating the dynamics of the following ODE. Links to resources, code, and/or vocabulary would be appreciated.

M is the mass matrix, E is the damping matrix, K is the stiffness matrix, B describes inputs, and C describes outputs.
My goal is the eventually model an impulse response or simply the evolution of the system with a collection of initial values.
For background, I don't really have sufficient background in FEA or numerical analysis. I am an intern learning the math and the MATLAB on the fly. I read into the documentation of ODE solvers, but I was unable to find a simple way to incorporate the equation above.
- Thank you
Réponses (1)
Like this perhaps (I've made up arbitrary data; you will obviously have to replace it with your own)
x0 = [1; -1];
v0 = [0; 0];
X0 = [x0; v0];
tspan = [0 1];
[t,X] = ode45(@fn, tspan, X0);
x = X(:,1:2);
v = X(:,3:4);
C = [2, 0; 0, 2];
y = C*x';
plot(t,x,'k',t,y,'r'),grid
xlabel('t'), ylabel('x (black) & y (red)')
function dXdt = fn(t,X)
M = [1, 0.1; 0.5, 0.5];
E = [2, 0; 0, 1];
K = [1, 1; 0.1, 0.2];
B = [1, 0; 0, 1];
u = [1; 0];
x = X(1:2);
v = X(3:4);
dxdt = v;
dvdt = M\(B*u - K*x - E*v);
dXdt = [dxdt; dvdt];
end
6 commentaires
Justin Burzachiello
le 15 Juil 2021
Justin Burzachiello
le 15 Juil 2021
Justin Burzachiello
le 19 Juil 2021
Alan Stevens
le 19 Juil 2021
Like this (no point in calling the files every time fn is called by the ode function):
[M, ~, ~, ~] = mmread('LF10_M.m');
[E, ~, ~, ~] = mmread('LF10_E.m');
[K, ~, ~, ~] = mmread('LF10_K.m');
[B, ~, ~, ~] = mmread('LF10_B.m');
M = full(M);
E = full(E);
K = full(K);
B = full(B);
x0 = zeros(18,1);
xd0 = zeros(18,1);
X0 = [x0; xd0];
tspan = [0 1];
%error occurs when calling ode45
[t, X] = ode15s(@(t,X) fn(t,X,M,E,K,B), tspan, X0); %%%%% ode15s works best
plot(t,X(:,1:18))
function dXdt = fn(t, X,M,E,K,B)
u = ones(18,1); %%%%%%%%%%%%
x = X(1:18, 1);
xd = X(19:36, 1);
xdd = M\(B.*u - K*x - E*xd); %%%%%%%%%%%%%% B.*u
dXdt = [xd; xdd];
end
Justin Burzachiello
le 19 Juil 2021
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