Multiple Degree of Freedom Systems: Forced Vibrations of Undamped Two Degree of Freedom Systems
The general form of the equations of motion for an undamped two degree of freedom system
subjected to external loading are
The solution to this general form of the equations of motion is beyond the scope of this course (but only slightly). However, we will consider a special case in which the forcing functions and are harmonic, at the same frequency and in-phase with each other. In such a case the equations of motion become
To find the steady–state response of the system, we again look for solutions in which the masses are undergoing simple simultaneous harmonic motion at the forcing frequency
The equations of motion become
which to be valid for all times requires
where is defined as
Unlike the free vibration situation, the RHS of equation 8.35 is not zero, so that a unique solution for the amplitudes of each of the masses can be found as
which is valid provided . Since is a matrix, the inverse is
so we see from equation (8.36) that the steady–state amplitudes of the response a
Determine the steady state response for the system shown.
As we have discussed, a machine (such as illustrated schematically in Figure 8.12(a)) may experience excessive vibrations if it is acted upon by a harmonic force at a frequency near its own natural frequency. Figure 8.12(b) shows the dynamic magnification factor for this system and illustrates the large amplitudes that can occur near resonance. To reduce these vibrations, we can try to add mass, change the spring stiffness, add damping, change the operating speed if possible, etc. Another possibility to eliminate the vibrations is to add a vibration absorber to the system as illustrated in Figure 8.13.
A vibration absorber is simply an additional spring–mass system added to the original system. We would like to select the parameters for the vibration absorber () to help minimize the vibration levels (i.e. minimize ) in the original system.
Figure 8.14 shows the FBD/MAD for the vibration absorber and the original system. The equation of motion for mass is
while for the absorber we get
In matrix form these can be written as
(Note that this is a special case of (8.34) with .) We look for solutions of the form
With this, the equations of motion become
which to be valid for all times requires
To solve for the steady–state vibration amplitudes, we can see from the second equation that
With this result the first equation becomes
which can be solved for
and upon substitution of this result into (*) we also find
Note that these are the same results we would have obtained had we applied (8.36) directly. To help non–dimensionalize these results, we divide the top and bottom of equation (8.40) and (8.41) by
– Static deflection of original system,
– Natural frequency of the original system,
– Natural frequency of vibration absorber in isolation,
– Mass ratio.
these can be written
where we have used the fact that
Note that and are the natural frequencies of the original system and the vibration absorber each in isolation. These are not the two natural frequencies of the combined system. Those will be discussed shortly.
From equation (8.42a) we can see that the amplitude of vibration of the original mass will be zero if we select the natural frequency of the vibration absorber to be equal to the forcing frequency (). This is the ultimate goal of the vibration absorber. Note that in doing so, the amplitude of the motion of the vibration absorber itself is not zero but from equation (8.42b) is
The amplitude of the motion of the vibration absorber is simply the static deflection that would result if the disturbing force were applied statically to the vibration absorber itself in isolation. The negative sign in (8.43) indicates that the absorber mass moves out of phase with the forcing function. This is illustrated in Figure 8.15. Note that the net force acting on the original mass is always in balance, resulting in no motion for the original system
In practice, since , to obtain the appropriate we require
- a large spring constant and a large mass , or
- a small spring constant and a small mass .
In the first case, a large vibration absorber mass must be used, which may be a problem. In the second case, a small mass may be used along with a light spring, but since from (8.43), this means that the vibration absorber will undergo large motions which is also usually a problem. The choice of appropriate values for and is usually a tradeoff between these two considerations. We must also consider the effect of the vibration absorber on the natural frequencies of the combined system which we will discuss next.
Natural Frequencies of Combined System
The addition of a vibration absorber will result in no motion of the original system when is selected to be equal to the forcing frequency . (and therefore ) is not a natural frequency of the combined system, since when the combined system is excited at one of its natural frequencies, we expect the amplitude of the resulting vibrations to grow very large
In that sense, the natural frequencies of the combined system can be found easily by setting the denominator in equations (8.42a) and (8.42b) to zero since this implies that the amplitudes of the response grow towards infinity. The values of which satisfy (8.44) will therefore correspond to the natural frequencies of the combined system. (Note that we could also find the natural frequencies by considering the free vibration problem for the two degree of freedom system and using the techniques we have already discussed. This procedure will lead to exactly the same values for the natural frequencies.)
to find these natural frequencies we can expand (8.44) and substitute to find
Equation (8.45) is a quadratic equation for which can be seen to depend on the quantities and . is the natural frequency of the original system and is not adjusted in selecting the vibration absorber. is the natural frequency of the vibration absorber and is usually selected to be equal to the forcing frequency to eliminate the vibrations of the original system. The quantity , however, is a parameter that can be adjusted when selecting a vibration absorber.
To illustrate the effect that has on the natural frequencies of the combined system, consider the case in which a vibration absorber is to be added to a system originally operating at resonance(i.e. ). Since is chosen to be , we also have . In such a case, equation (8.45) simplifies to
Figure 8.16 illustrates the effect of the parameterμon the natural frequencies of the combined system. The natural frequencies are those at which the amplitudes of the response grow towards infinity. For small values of (), the two natural frequencies of the combined system remain close to the natural frequency of the original system. Therefore, although the vibration absorber should prevent the vibrations of the original system at a forcing frequency , if the forcing frequency is slightly different (for whatever reason) the combined system could once again be in a resonance situation. The presence of the vibration absorber in such situations could potentially make things worse compared to the original system.
An industrial installation of process shakers shows a violent resonance when operated at 456 cycles/min. As a trial remedy, two 5 kg vibration absorbers are attached. The resulting system shows two natural frequencies occurring at 404 and 515 cycles/min.
Determine the number of vibration absorbers required to ensure that no resonance occurs between 350 and 600 cycles/min.
Determine the steady state response of the system shown below. Mass moves on a smooth horizontal surface. and is connected to a moving surface through a spring with stiffness . A pendulum of length is attached to mass at which is a frictionless pin.