I am trying to calculate the response of a vibrating cantilever beam using ode45 function. There is no error in the code but when i run the code it takes to long to produce the result. I am not sure where i made a mistake. Can someone help me

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MATLAB code
width = 5;
height = 0.1;
% The material is steel
E = 3.0e7;
nu = 0.3;
rho = 0.3/386;
% Calculate the coefficient matrix from the material properties
%G = E/(2.*(1+nu));
%mu = 2.0*G*nu/(1-nu);
I = height^3/12;
A = height*width;
% From beam theory, there is a simple expression for the lowest vibration
% frequency of the cantilever beam.
omegasq = 7.885^4*E*I/(rho*A*width^4);
beam=@(t,y)[y(2);(-(2*1*omegasq*y(2))-(omegasq^2*y(1)))];
ic= [0;5];
tspan = [0:5];
[t,y]=ode45(beam,tspan,ic);
plot(t,y), title ('Time vs Displacement')
grid on
hold on

采纳的回答

Steven Lord
Steven Lord 2017-8-21
Your problem is stiff. Let's substitute in symbolic values for y and see what your ODE function will return.
>> vpa(beam(1, [sym('y1'); sym('y2')]))
ans =
y2
- 1583163086609297.0*y1 - 79577963.950060874223709106445312*y2
A small change in either y1 or y2 results in a huge change in dy2/dt and thus a huge change in y2 at the next time step. So the ODE solver needs to take very, very small steps. You can see this if you plot your ODE:
[t,y]=ode45(beam,tspan,ic, odeset('OutputFcn', @odeplot));
Let that run for a minute or two and see that progress is being made, but it is being made very slowly. You may want to zoom in around y = 0, x between 0 and 0.01. Now let's try this same experiment but with a stiffer solver like ode15s:
[t,y]=ode15s(beam,tspan,ic, odeset('OutputFcn', @odeplot));
The plot (and the ODE solver) finished too quickly for me to see the individual time steps being plotted except as a bit of flicker.
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