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Undaped Forced Vibration



Let’s consider a system which consists of block with mass m and spring with stiffness k. On the block acts a force F and this force can be represented by the following equation.
F=F0sinω0t
This is a periodic force which has an amplitude of F and forcing frequency ω. The free body diagram for the block when it’s displaced a distance x is shown in next figure.

By applying the second Newton’s law we have:
Fx=maxF0sinω0tkx=m¨x,m¨x+kx=F0sinω0t
If we divide the previous differential equation with m we will get:
¨x+kmx=F0msinω0t
This equation is a nonhomogeneous-second order differential equation. The general solution consists of a homogenous and particular solution.
We will get homogenous solution of the differential equation by assuming solution of the following differential equation:
¨x+ω2nx=0
In the previous differential equation the ω is the natural frequency of the system and it can be determined by following expression:
ωn=km
The assumed solution for the homogenous part of differential equation is:
x=Asinωnt+Bcosωnt,
Now we need to prove that the assumed solution is really solution of the differential equation but before that we need to derive the first and second derivation of the assumed solution:
x=Asinωnt+Bcosωnt,˙x=AωncosωntBωnsinωnt¨x=Aω2nsinωntBω2ncosωnt=ω2nx
The next step is to substitute these values of the assumed solution into differential equation. Whit this step we will prove if the assumption is correct or wrong.
Aω2nsinωntBω2ncosωnt+ω2n(Asinωnt+Bcosωnt)=0ω2nx+ω2nx=00=0
So as you can see we have proved that previous assumed solution is the solution of the homogenous part of the differential equation. All that is left is to assume the particular solution of nonhomogenous differential equation.
The homogenous part of the solution can be written in the following form:
xh=Csin(ωnt+ϕ)
Since the motion is period, the particular solution can be determined by assuming a solution in the following form:
xp=Xsinω0t
where X is constant. Taking the second time derivate and substituting into the nonhomogenous differential equation:
x=Xsinω0t˙x=Xω0cosω0t¨x=ω20Xsinω0t
Now we can prove that the assumed solution of the nonhomogenous differential equation:
¨x+kmx=F0msinω0tω20Xsinω0t+km(Xsinω0t)=F0msinω0tω20X+kmX=F0mX(kmω20)=F0mX=F0/m(k/m)ω20=F0/k1(ω0/ωn)2
Substituting expression for X into particular solution we will obtain:
x=F0/k1(ω0/ωn)2sinω0t
Now that we obtained homogenous and particular solution of the nonhomogenous differential equation we can write the general solution:
x=xh+xp,x=Csin(ωnt+ϕ)+F0/k1(ω0/ωn)2sinω0t
The homogenous solution defines the FREE VIBRATIONS which depends on the natural frequency of the system and constants C and ϕ. The particular solution describes the forced vibration of the block caused by the applied force
F=F0sinω0t
 
Since all the vibrating systems are subjected to the friction, the free vibration will dampen out after some time. Because of free vibration dependence on time we can call them transient and forced vibration are steady –state. The reason why we call forced vibrations steady state is because they are the only vibrations that remain. As long as force which causes vibrations of the system is present in the system these vibrations will be active.


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