Hoomanya
Mechanical
- Jul 21, 2011
- 10
Hi,
I have been looking at working out the natural frequency and mode shapes of a 1D bar. I have now understood the standard cases, for instance the fixed-free bar with BCs: u@(x=0) = 0; and du/dx@(x=L) = 0.
I need to tackle a case where the free end is replaced by du/dx@(x=L) = P(t), where P(t) is a pressure force and it comes in the form of a set of numbers.
So I have started by expressing u as:
u(x,t) = G(x)*F(t) = [B1*cos(w*x/c)+B2*sin(w*x/c)]*[A1*cos(w*t)+A2*sin(w*t)]
Applying u@(x=0) = 0 gives B1 = 0
Applying du/dx@(x=L) = P(t) gives u(x,t) = (w*L/c)*[B2*cos(w*L/c)]*[A1*cos(w*t)+A2*sin(w*t)] = P(t)
(Note: B1,B2,A1,A2 are constants, c = sqrt(E/rho))
This is the point I get stuck as the 2nd boundary condition does not help. I would appreciate any hints ASAP. Please let me know if this cannot be solved.
Thank you!
I have been looking at working out the natural frequency and mode shapes of a 1D bar. I have now understood the standard cases, for instance the fixed-free bar with BCs: u@(x=0) = 0; and du/dx@(x=L) = 0.
I need to tackle a case where the free end is replaced by du/dx@(x=L) = P(t), where P(t) is a pressure force and it comes in the form of a set of numbers.
So I have started by expressing u as:
u(x,t) = G(x)*F(t) = [B1*cos(w*x/c)+B2*sin(w*x/c)]*[A1*cos(w*t)+A2*sin(w*t)]
Applying u@(x=0) = 0 gives B1 = 0
Applying du/dx@(x=L) = P(t) gives u(x,t) = (w*L/c)*[B2*cos(w*L/c)]*[A1*cos(w*t)+A2*sin(w*t)] = P(t)
(Note: B1,B2,A1,A2 are constants, c = sqrt(E/rho))
This is the point I get stuck as the 2nd boundary condition does not help. I would appreciate any hints ASAP. Please let me know if this cannot be solved.
Thank you!