Classification of Vibration

CLASSIFICATION OF VIBRATION Vibration can be classified in several ways. Some of the classical classifications ar as follows. Free Vibration. If a system, after an initial disturbance, is left to vibrate on its own, the ensuing vibration is known as free vibration. No away force acts on the system. The oscillation of a simple pendulum is an example of free vibration. Forced Vibration. If a system is subjected to an external force (often, a repeating pillow slip of force), the resulting vibration is known as forced vibration. The oscillation that arises in machines such as diesel engines is an example of forced vibration.If the frequency of the external force coincides with unity of the natural frequencies of the system, a condition known as resonance occurs, and the system undergoes dangerously large oscillations. Failures of such structures as buildings, bridges, turbines, and airplane wings have been associated with the item of resonance. If no slide fastener is lost or diss ipated in friction or other resistance during oscillation, the vibration is known as undamped vibration. If all energy is lost in this way, however, it is called damped vibration.In many physical systems, the amount of damping is so small that it can be disregarded for most engineering purposes. However, consideration of damping becomes extremely important in analyzing vibratory systems near resonance. If all the basic components of a vibratory system the spring, the mass, and the damper behave linearly, the resulting vibration is known as linear vibration. If, however, any of the basic components behave nonlinearly, the vibration is called nonlinear vibration. The differential equations that govern the behavior of linear and nonlinear vibratory systems argon linear and nonlinear, respectively.If the vibration is linear, the principle of superposition principle holds, and the mathematical techniques of analysis are well developed. For nonlinear vibration, the superposition princip le is not valid, and techniques of analysis are less well known. Since all vibratory systems extend to behave nonlinearly with increasing amplitude of oscillation, knowledge of nonlinear vibration is desirable in dealing with practical vibratory systems. If the value or magnitude of the aggravation (force or motion) acting on a vibratory system is known at any given time, the excitation is called deterministic.The resulting vibration is called as deterministic vibration. In some cases, the excitation is nondeterministic or random the value of the excitation at a given time cannot be predicted. In these cases, a large disposition of records of the excitation may exhibit some statistical regularity. It is possible to estimate averages such as the mean and mean square values of the excitation. Examples of random excitations are wind velocity, road roughness, and ground motion during earthquakes. If the excitation is random, the resulting vibration is called random vibration. Referen ce link http//classof1. com/homework-help/engineering-homework-help