Sunday, August 31, 2014

What is Vibration




  •  The study of vibration

A body is said to vibrate if it has periodic motion with respect to time. Mechanical vibration is the study of oscillatory motions of  bodies. Vibrations are harmful for engineering systems. Some times vibrations can be useful. For example, vibratory compactors are used for compacting concrete during construction work. Excessive vibration causes discomfort to human beings, damage to machines and buildings and       wear of machine parts such as bearings and gears. The study of vibrations is important to aeronautical, mechanical and civil engineers. It is necessary for a design engineer to have a sound knowledge of vibrations. The object of the sixth semester course on mechanical vibrations is to discuss the basic concepts of vibration with their applications. The syllabus covers fundamentals of vibration, undamped and damped single degree of freedom systems, multidegrees of freedom systems and continuous systems.


1.2  Examples of vibration

1.Beating of heart
2. Lungs oscillate in the process of breathing
3. Walking- Oscillation of legs and hands
4. Shivering- Oscillation of body in extreme cold
5. Speaking - Ear receives Vibrations to transmit message to brain
6. Vibration of atoms
7. Mechanical Vibrations
8. In Foundry application 
9. turning opertation on lathe machine

1.3  Classification of vibrations


One method of classifying mechanical vibrations is based on degrees of freedom. The number of degrees of freedom for a system is the number of kinematically independent variables necessary to completely descibe the motion of every particle in the system. Based on degrees of freedom, we can classify mechanical vibrations as follows:
1.Single Degree of freedom Systems
2.Two Degrees of freedom Systems
3.Multidegree of freedom Systems
4.Continuous Systems or systems with infinite degrees of freedom

Another broad classification of vibrations is:
1. Free and forced vibrations
2. Damped and undamped vibrations.

Sometime vibration problems are classified as:

1.Linear vibrations
2. Non-linear vibrations
2222

3. Random vibrations
4.Transient vibrations

A system is linear if its motion is governed by linear differential equations. A system is nonlinear if its motion is governed by nonlinear differential equations. If the excitation force is known at all times, the excitation is said to be deterministic. If the excitation force is unknown, but averages and standard derivations are known,the excitation is said to be random. In this case the resulting vibrations are also random. Some times systems are subjected to short duration nonperiodic forces. The resulting vibrations are called transient vibrations. One example of a nonperiodic short duration excitation is the ground motion in an earthquake

The main causes of vibrations are:
1. Bad design
2. Unbalanced inertia forces
3. Poor quality of manufacture
4. Improper bearings (Due to wear & tear or bad quality)
5. Worn out gear teeth

6. External excitation applied on the system

The effects of vibrations  are as follows:
1. Unwanted noise
2. Early failure due to cyclical stress(fatigue failure)
3. Increased wear
4. Poor quality product
5. Difficult to sell a product

6. Vibrations in machine tools can lead to improper machining of parts

Effect of Vibration





Effect of Vibration on Structure




Nov 7, 1940:

Tacoma Narrows Bridge collapses

The Tacoma Narrows Bridge collapses due to high winds on this day in 1940. Fortunately, only a dog was killed.
The Tacoma Narrows Bridge was built in Washington during the 1930s and opened to traffic on July 1, 1940. It spanned the Puget Sound from Gig Harbor to Tacoma, which is 40 miles south of Seattle. The channel is about a mile wide where the bridge crossed the sound. Sleek and slender, it was the third longest suspension bridge in the world at the time, covering 5,959 feet.
Leon Moisseiff designed the bridge to be the most flexible ever constructed. Engineers of the time believed that the design, even though it exceeded ratios of length, depth and width that had previously been standard, was completely safe. Following the collapse, it was revealed that the engineers had not properly considered the aerodynamic forces that were in play at the location during a period of strong winds. At the time of construction, such forces were not commonly taken into consideration by engineers and designers.
On November 7, high winds buffeted the area and the bridge swayed considerably. The first failure came at about 11 a.m., when concrete dropped from the road surface. Just minutes later, a 600-foot section of the bridge broke free. By this time, the bridge was being tossed back and forth wildly. At one time, the elevation of the sidewalk on one side of the bridge was 28 feet above that of the sidewalk on the other side. Even though the bridge towers were made of strong structural carbon steel, the bridge proved no match for the violent movement, and collapsed.
Subsequent investigations and testing revealed that the bridge was vulnerable to vibrations generated by wind. When the bridge experienced strong winds from a certain direction, the frequency oscillations built up to such an extent that collapse was inevitable.
A replacement bridge opened on October 14, 1950, after more than two years of construction. It is the fifth longest suspension bridge in the United States, 40 feet longer than the original. Construction of the new bridge took into account the lessons learned in the collapse of the Tacoma Narrows Bridge, as did that of all subsequent suspension bridges.
Today, the remains of the bridge are still at the bottom of Puget Sound, where they form one of the largest man-made reefs in the world. The spot was placed on the National Register of Historic Places in order to protect it against salvagers.


with the reference from  history channel



 To download previous year question paper click on blow link



https://drive.google.com/a/charusat.ac.in/?tab=mo#folders/0B0w2eY8JwgcFTENOVXlCb3NjNVU