Looking back at the Transverse Vibration of Beam notes I realized that
w(x,t) = SUM[ W_i(x)* N_i(t)]
where
W_i = ith natural mode
N_i = time dependent function
I already have W_i(x), so I need to solve for N_i(t).
Two equations I can use are:
N_i(0) = INTEGRAL(0,L) of p*A(x)*W_i(x)*w_o(x) dx
d N_i(0) = INTEGRAL(0,L) of p*A(x)*W_i(x)*w_o(x) dx
I need w(x,t), when t=0 it becomes w_o(x)
NEED: initial deflection of beam under distributed load of intensity f_o => use the static deflection curve.
ASSUMPTION: initial velocity of beam assumed zero
d w_o(x)=0
The static deflection curve can be found by double integrating the equation
d^2 y/ dx^2 = -Px/EI + PL/EI
If P=f and with the I.C. being y(0)=0, y'(0)=0 (fixed bottom)
y(x) = -f/EI * (x^3/3 + x^2*L/4)
I will email my professors with this.
Goals:
- Apply this information to find my N_i(x) equation
- Check my units from previous applications (and on MATLAB files)
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