The ratio of the amplitude of the steady-state response of forced vibrations to the static deflection under the action of a static force is known as
Magnification factor
In the study of mechanical vibrations, we often encounter systems subjected to external forces. When a force is applied to a system, it causes a deflection or displacement. There are two main scenarios to consider regarding the force: static force and dynamic force.
The question asks for the ratio of the amplitude of the steady-state response of forced vibrations to the static deflection under the action of a static force. This specific ratio is known as the Magnification factor. It represents how much larger the dynamic amplitude is compared to the static deflection caused by the same force magnitude applied statically.
Mathematically, the Magnification factor (MF) is defined as:
$\text{MF} = \frac{\text{Amplitude of steady-state response (Forced Vibration)}}{\text{Static deflection under same force}}$
For a simple viscously damped spring-mass system under a harmonic force $F(t) = F_0 \sin(\omega t)$, the steady-state amplitude $X$ is given by:
$X = \frac{F_0}{\sqrt{(k - m\omega^2)^2 + (c\omega)^2}}$
The static deflection $\delta_{st} = \frac{F_0}{k}$.
Therefore, the Magnification Factor is:
$\text{MF} = \frac{X}{\delta_{st}} = \frac{F_0 / \sqrt{(k - m\omega^2)^2 + (c\omega)^2}}{F_0 / k} = \frac{k}{\sqrt{(k - m\omega^2)^2 + (c\omega)^2}}$
This factor depends on the frequency ratio ($\frac{\omega}{\omega_n}$, where $\omega_n = \sqrt{\frac{k}{m}}$ is the natural frequency) and the damping ratio ($\zeta = \frac{c}{c_c}$, where $c_c$ is the critical damping coefficient).
Based on the definition in mechanical vibrations, the ratio of the amplitude of the steady-state response of forced vibrations to the static deflection under the action of a static force is indeed known as the Magnification factor.
Which method is used to find the natural frequencies of a system with multi degrees of freedom?
When the frequency of the forced vibration is equal to the frequency of the free vibration, this condition is called ______.
The amplitude of the steady-state reaction divided by the static deflection under force application is known as _______.
Consider a forced single degree-of-freedom system governed by \(\rm \ddot x(t) + 2 ζ ω_n \dot x (t) + ω_n^2 x(t) = ω_n^2 \cos (ω t)\), where ζ and ωn are the damping ratio and undamped natural frequency of the system, respectively, while ω is the forcing frequency. The amplitude of the forced steady state response of this system is given by [(1 − r2)2 + (2ζr)2]-1/2, where 𝑟 = ω/ω n. The peak amplitude of this response occurs at a frequency ω = ωp. If ωd denotes the damped natural frequency of this system, which one of the following options is true?
The amplitude ratio of two successive oscillations of a damped vibratory system is