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=maxF0sinω0t−kx=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=Aωncosωnt−Bωnsinωnt¨x=−Aω2nsinωnt−Bω2ncosωnt=−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.
−Aω2nsinωnt−Bω2ncosωnt+ω2n(Asinωnt+Bcosωnt)=0−ω2nx+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=F0msinω0t−ω20Xsinω0t+km(Xsinω0t)=F0msinω0t−ω20X+kmX=F0mX(km−ω20)=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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