In daily analysis, we often confuse natural frequency and resonance frequency, and think that they are the same thing.
In fact, this is not rigorous.
Natural frequency is the performance of structural natural characteristics, while resonance frequency is the performance of structural response under external forces.
Free vibration of single degree of freedom spring system
A single degree of freedom system is a system whose position can be completely determined by only one generalized coordinate at any time.
In other words, the resultant force on a body is in only one direction.
The motion of the doll in the following figure can be composed of a spring mass system.
A simplified model of the spring mass system can be shown in the following figure.
The static balance position of the pickup block is the coordinate origin, and it is positive when it is vertically downward along the direction of spring deformation.
When the distance between the block and the balance position is x, the differential equation of motion of the block can be expressed as:
Where, m is the mass of the block, k is the spring stiffness, c is the viscosity coefficient, 2n=c/m is the damping attenuation coefficient, and when the damping coefficient is zero, it corresponds to the undamped vibration system.
Natural frequency Pn:
The natural frequency is only related to the mass and stiffness, and has nothing to do with other factors such as damping.
Structural boundary connection, material properties, shape and other factors will affect the natural frequency, but it is also reflected in the stiffness and quality, which are not the final influencing factors.
Forced vibration of spring system under harmonic excitation
Free vibration is the vibration of the system without external excitation, and the motion track is related to the initial state and natural characteristics.
The forced vibration refers to the vibration generated by the system under external excitation.
The external excitation is generally a periodic or aperiodic function of time, among which the simple harmonic excitation is the simplest.
Let the simple harmonic exciting force be:
Where, H is the amplitude of exciting force, ω is the angular frequency of the exciting force.
When the block deviates from the equilibrium position by x distance, the differential equation of motion of the block is
Where, h=H/m, the above equation is the differential equation of forced vibration of single degree of freedom with viscous damping, which is a second-order constant coefficient linear non-homogeneous ordinary differential equation.
The above equation is completely consistent with the capacitive load voltage response expression we have learned in circuit theory, which is a second-order constant coefficient linear non-homogeneous ordinary differential equation.
The damping in the circuit depends on the resistance, because the resistance only consumes and does not store energy.
Under simple harmonic excitation, the total solution of the differential equation of motion of a damped system is set as:
Where, x1 (t) is a homogeneous solution, which is free attenuated vibration;
Due to the existence of damping, the damped vibration part will disappear after a certain period of time.
Its solution is the same as that of free vibration, so it will not be repeated here.
Here we are concerned about the special solution x2 (t) generated by forced vibration, which can be expressed as:
The amplitude and phase lag of the steady-state forced vibration are independent of the initial conditions, but only depend on the characteristics of the system and the excitation.
Set the frequency ratio, damping ratio and amplitude amplification coefficient as:
The above formula can be rewritten as:
Based on this, we can know the response of the system under the forced vibration.
For more clarity, we can draw the relationship between different damping ratios, frequency ratios and amplitude amplification coefficients.
The frequency is divided into three parts: low frequency area, medium frequency area and high frequency area.
It can be seen from the figure above that in low frequency area and high frequency area, when the damping has little effect on the amplitude amplification coefficient, the damped system can be simplified as an undamped system to simplify the calculation.
Natural frequency&resonant frequency
As mentioned above, the natural frequency is the performance of the structural characteristics of the system.
It is only related to the two factors of mass and stiffness, and has nothing to do with other factors such as damping.
There are n natural frequencies in the n degree of freedom system, and there are countless natural frequencies in the continuous system.
Resonance of a structure can lead to unpredictable behavior.
Resonance occurs at the frequency when a structure or material vibrates naturally with a large amplitude at a specific external excitation frequency.
It is the performance of excitation response according to the external excitation frequency.
The blue circle in the figure above represents the resonance frequency of the system.
When the damping of the structure is very small, the resonance frequency is approximately equal to the natural frequency of the structure;
But when the damping of the structure is large, the resonance frequency is less than the natural frequency of the structure, and the two are not consistent.
When designing the system, it is not only necessary to avoid the single frequency of the resonant peak, but also to avoid the resonant band near the resonant peak, corresponding to the intermediate frequency region in the figure above, because the response within the resonant band range is large;
It shall not be affected by the normal operation of its own equipment, but also by the structure and excitation of other equipment.
Resonance may cause collapse of lifting beam, ground resonance, machine damage and infrasonic damage, but vibration is not necessarily harmful.
For example, musical instruments can use resonance to produce sound, which has both advantages and disadvantages.