Change Input Force to Input Displacement ODE Solver
Mostrar comentarios más antiguos
I have the following ODE solution:
N = 100;
m = 0.1*ones(N,1);
c = 0.1;
b = 0.1;
k = 4;
gamma = 0.1;
X0 = zeros(2*N, 1);
dt = 0.91; % [s]
scale = 0.0049/2;
epsilon = 0.5; % [m]
escale = 10^-2;
rd = 1;
f = @(t,rd) rd.*scale.*square(t) + epsilon.*escale; % [N]
fun = @(t, X) odefun(t, rd, X, N, marray(m), make_diagonal(X,c,b,N),...
make_diagonal(X, k, gamma, N),f);
tspan_train = [0:dt:100];
[t, X] = ode45(fun, tspan_train, X0);
function dX = odefun(t, rd, X, N, M, C, K, f)
%% Definitions
x = X(1:N); % position state vector
dx = X(N+1:2*N); % velocity state vector
%% Force vector
f_reservoir = f(t,rd);
F = [f_reservoir; zeros(98,1); f_reservoir];
%% Equations of Motion
ddx = M\(F - K*x - C*dx);
%% State-space model
dX = [dx; ...
ddx];
end
function out = make_diagonal(x, k, gamma, N)
x = x(:);
x = [x(1:N); 0];
ck = circshift(k, -1);
cg = circshift(gamma, -1);
cx = circshift(x, -1);
ccx = circshift(x, 1);
d1 = -3 .* ck .* cg .* cx .^ 2 - ck;
d2 = (k .* gamma + ck .* cg) .* x .^ 2 + k + ck;
d3 = -3 .* k .* ccx .^ 2 - k;
out = full(spdiags([d1 d2 d3], -1:1, N, N));
end
function M = marray(m)
M = diag(m);
end
I would like to change my input force f in Newtons to an input displacement in meters. How do I do this?
8 comentarios
From what I understand you have a system of 100 mass-spring-dampers connected in series. So when you say you want to change your input from force to displacement, where are you planning to apply this displacement input, which mass?
Jonathan Frutschy
el 24 de Jun. de 2024
Aquatris
el 25 de Jun. de 2024
I think you can simply do
function dX = odefun(t, rd, X, N, M, C, K, f,displacementInput)
%% Definitions
x = X(1:N); % position state vector
x(1) = x(1)+displacementInput(1);
x(end) = x(end)+displacementInput(2);
%% or if x(1) position is given as an input
%x(1) = displacementInput(1);
%x(end) = displacementInput(2);
...
end
Jonathan Frutschy
el 25 de Jun. de 2024
Aquatris
el 25 de Jun. de 2024
You do not change dX but manually add it to your X after you solve it or you can also add to your dX with (displacementInput/dT).
Essentially what ode45 solves is
x_new = x_previous + dX*dt;
So with displacement input, you are not changing dX directly but instead you are adding something to x_previous and the resulting forces due to this displacement input appears in the dX.
Jonathan Frutschy
el 25 de Jun. de 2024
Jonathan Frutschy
el 25 de Jun. de 2024
Editada: Jonathan Frutschy
el 25 de Jun. de 2024
You can but with only this change, you will not see the displacement inputs in your X. I am not sure how you can incorporate it with ode45 solver. You might want to implement the solver your solves which is a trival for loop to mitigate the issue.
The demonstration of the issue due to using ode45:
- Time 0: x0
- Time 1: x1 = x0 + dX*dt;
- Time 2: x1_new = x1 + dispInput; -> you apply the displacement input
- Time 2: x2 = x1 + dX*dt -> in here dX is calculated with the x1_new but ode45 uses x1, not x1_new in the addition, so your x2 is actually not right
Respuestas (0)
Categorías
Más información sobre Ordinary Differential Equations en Centro de ayuda y File Exchange.
Community Treasure Hunt
Find the treasures in MATLAB Central and discover how the community can help you!
Start Hunting!