introduction to basic vibration analysis - · pdf fileintroduction to basic vibration analysis...

162
Introduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc 7939 Rae Boulevard Victor, New York 14564 www.ctconline.com

Upload: doanthien

Post on 13-Mar-2018

250 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Introduction to Basic Vibration

AnalysisBy: Jack D. Peters

Connection Technology Center, Inc7939 Rae Boulevard

Victor, New York 14564

www.ctconline.com

Page 2: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 2

Eastman Kodak1976 –

2004

Senior Engineer for Vibration Monitoring of Photographic Film and Paper Manufacturing Machines world wide.

24/7 Permanent Monitoring using dynamic signal analyzers and proprietary statistical process control software generating quality alerts and alarms.

Page 3: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 3

Vibration Institute

Category IV AnalystISO 18436-2InstructorPast Chairman CNY

www.cnyvi.com

Page 4: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 4

Connection Technology Center

2004 –

Present

Page 5: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New
Page 6: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 6

Data Collection

0.2G

rms

0

Magnitude

kHz2.53 Hz

Auto Pwr Spec 1

Portable

Route Based Permanent

Continuous On-line

Page 7: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 7

Portable Data Collectors

Page 8: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 8

Portable Data Collectors

Route BasedFrequency SpectrumTime WaveformOrbitsBalancingAlignment

Data AnalysisHistoryTrendingDownload to PCAlarms“Smart” algorithms

Page 9: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 9

On-Line Systems (permanent)

Rack mounted systems with large numbers of channels.

24/7

Page 10: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 10

Dynamic Signal Analyzers “Test & Measurement”

Large PC driven solutions with multiple channels and windows based software.

Smaller portable units with 2 – 4 channel inputs and firmware operating systems.

Page 11: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 11

Tape Recorders “Insurance Policy”

Multi-channel digital audio tape recorders.

For the Measurement that can’t get away !

Page 12: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 12

What’s This ?0.0002

inchPeak

0

Magnitude

Hz100 0 Hz

1

Page 13: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 13

FFT, Frequency Spectrum, Power Spectrum

0.0002inch

Peak

0

Magnitude

Hz100 0 Hz

1

Page 14: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 14

Scaling X & Y

0.0002inch

Peak

0

Magnitude

Hz100 0 Hz

1

X

Y

Page 15: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 15

Scaling X & Y

0.0002inch

Peak

0

Magnitude

Hz100 0 Hz

1

FREQUENCY

A

M

P

L

I

T

U

D

E

Page 16: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 16

Scaling X & Y

0.0002inch

Peak

0

Magnitude

Hz100 0 Hz

1

What is it

H o w

B a d

i s

i t

Page 17: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 17

What’s That ?0.0004

inch

-0.0004

Real

s7.996094 0 s

1

Page 18: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 18

Time Waveform0.0004

inch

-0.0004

Real

s7.996094 0 s

1

Page 19: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 19

Scaling X & Y

X

Y

0.0004inch

-0.0004

Real

s7.996094 0 s

1

Page 20: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 20

Scaling X & Y

TIME

A

M

P

L

I

T

U

D

E

0.0004inch

-0.0004

Real

s7.996094 0 s

1

Page 21: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 21

0.0004inch

-0.0004

Real

s7.996094 0 s

1

Scaling X & Y

What is it

H o w

B a d

i s

i t

Page 22: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 22

The X Scale

What is it ?

Page 23: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 23

Single Frequency1V

rms

0

Magnitude

Hz100 0 Hz

Pwr Spec 1

1V

-1

Real

ms62.469480 s

Time 1

X:55 Hz Y:706.8129 mV

dX:18.18848 ms dY:2.449082 mVX:27.00806 ms Y:3.579427 mV

55 Hz

8.82 ms

Page 24: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 24

Frequency & Time

fHz

= 1/tSec

tSec

= 1/fHz

Page 25: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 25

Frequency & Time

If: F = 1/T and T = 1/F

Then: FT = 1

FT = 1

Page 26: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 26

Concept !FT = 1

If: F increases

Then: t decreases

If: T increases

Then: f decreases

Page 27: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 27

Single Frequency1V

rms

0

Magnitude

Hz100 0 Hz

Pwr Spec 1

1V

-1

Real

ms62.469480 s

Time 1

X:55 Hz Y:706.8129 mV

dX:18.18848 ms dY:2.449082 mVX:27.00806 ms Y:3.579427 mV

55 Hz

8.82 ms

Page 28: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 28

Multiple Frequencies1

Hz100 0 Hz

Pwr Spec 1

1 Hz100 0 Hz

Pwr Spec 1

1 Hz100 0 Hz

Pwr Spec 1

1 Hz100 0 Hz

Pwr Spec 1

X:55 Hz Y:706.8129 mV

X:78 Hz Y:706.9236 mV

X:21 Hz Y:706.7825 mV

X:42 Hz Y:706.9266 mV

Page 29: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 29

Multiple Time Waveforms

1V

ms62.469480 s

Time 78 1

1V

ms62.469480 s

Time 21 1

1V

ms62.469480 s

Time 42 1

1V

ms62.469480 s

Time 55 1

Page 30: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 30

Real Life Time Waveform

4V

-4

Real

ms62.469480 s

TIME 1

55 + 78 + 21 + 42 = Trouble !

Page 31: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 31

FFT Capabilities4V

-4

Real

ms62.469480 s

TIME 1

1V

rms Hz100 0 Hz

FREQUENCY 1X:78 Hz Y:706.9236 mVX:55 Hz Y:706.8129 mVX:42 Hz Y:706.9266 mVX:21 Hz Y:706.7825 mV

Page 32: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 32

The Most Copied Slide in the History of Vibration Analysis !

Am

plitu

de

InputTime Frequency

Time Waveform Spectrum

Page 33: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 33

Lines or Bins

0.0002inch

Peak

0

Magnitude

Hz100 0 Hz

1The FFT always has a defined number of lines or Bins.

100, 200, 400, 800, 1600, and 3200 lines are common choices.

This spectrum has 800 lines, or the X scale is broken down into 800 bins.

Page 34: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 34

LRFThe Lowest Resolvable Frequency is determined by:

Frequency Span / Number of Analyzer Lines

The frequency span is calculated as the ending frequency minus the starting frequency.

The number of analyzer lines depends on the analyzer and how the operator has set it up.

Example: 0 - 400 Hz using 800 lines

Answer = (400 - 0) / 800 = 0.5 Hz / Line

Page 35: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 35

Bandwidth

The Bandwidth can be defined by:

(Frequency Span / Analyzer Lines) Window Function

Uniform Window Function = 1.0

Hanning Window Function = 1.5

Flat Top Window Function = 3.8

Example: 0 - 400 Hz using 800 Lines & Hanning Window

Answer = (400 / 800) 1.5 = 0.75 Hz / Line

Note: More discussion later on window functions for the analyzer !

Page 36: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 36

Resolution

The frequency resolution is defined in the following manner:

2 (Frequency Span / Analyzer Lines) Window Function

or

Resolution = 2 (Bandwidth)

Example: 0 - 400 Hz using 800 Lines & Hanning Window

Answer = 2 (400 / 800) 1.5 = 1.5 Hz / Line

Page 37: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 37

Using Resolution

The student wishes to measure two frequency disturbances that are very close together.

Frequency #1 = 29.5 Hz.

Frequency #2 = 30 Hz.

The instructor suggests a hanning window and 800 lines.

What frequency span is required to accurately measure these two frequency disturbances ?

Page 38: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 38

Using Resolution

Resolution = 30 - 29.5 = 0.5 Hz / Line

Resolution = 2 (Bandwidth)

BW = (Frequency Span / Analyzer Lines) Window Function

Resolution = 2 (Frequency Span / 800) 1.5

0.5 = 2 (Frequency Span / 800) 1.5

0.5 = 3 (Frequency Span) / 800

400 = 3 (Frequency Span)

133 Hz = Frequency Span

Page 39: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 39

Data Sampling Time

Data sampling time is the amount of time required to take one record or sample of data. It is dependent on the frequency span and the number of analyzer lines being used.

TSample = Nlines / Fspan

Using 400 lines with a 800 Hz frequency span will require:

400 / 800 = 0.5 seconds

Page 40: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 40

Average & OverlapAverage - OnOverlap Percent - 50%Overlap is the amount of old data that is used

TR#1 TR#2 TR#3FFT#1 FFT#2 FFT#3

TR#1

TR#2

TR#3FFT#1

FFT#2

FFT#3

0% Overlap

50% Overlap

How long will it take for 10 averages at 75% overlap using a 800 line analyzer and a 200 Hz frequency span?

Page 41: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 41

75% Overlap ?10 Averages75% Overlap800 Lines200 Hz

Average #1 = 800 / 200

Average #1 = 4 seconds

Average #2 - #10 = (4 x 0.25)

Average #2 - #10 = 1 second each

Total time = 4 + (1 x 9)

Total time = 13 seconds

Page 42: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 42

Filter WindowsWindow filters are applied to the time waveform data to simulate data that starts and stops at zero.They will cause errors in the time waveform and frequency spectrum.We still like window filters !

Page 43: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 43

Window Comparisons

Page 44: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 44

Filter WindowsHanning (Frequency)Flat Top (Amplitude)Uniform (No Window)Force Exponential

Force/Expo Set-up(Frequency Response)

Hanning 16% Amplitude Error

Flat Top 1% Amplitude Error

Window functions courtesy of Agilent “The Fundamentals of Signal Analysis”

Application Note AN 243

Page 45: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 45

Filter WindowsUse the Hanning Window for normal vibration monitoring (Frequency)Use the Flat Top Window for calibration and accuracy (Amplitude)Use the Uniform Window for bump testing and resonance checks (No Window)

Page 46: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 46

The Y Scale

How bad is it ?

Page 47: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 47

Amplitude

Acceleration = g’s rms. or peak

Velocity = inch/s rms. or peak

Displacement = mils peak to peakNote: 1 mil = 0.001 inches

Page 48: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 48

Pk-Pk (Peak - Peak)

1V

-1

Real

ms62.469480 s

Time 1

2V

Pk-Pk

0

Magnitude

Hz100 0 Hz

Pwr Spec 1

dX:9.094238 ms dY:1.994871 VX:22.43042 ms Y:-993.8563 mV

X:55 Hz Y:1.999169 V

The Peak - Peak value is expressed from the peak to peak amplitude.

The peak to peak value is measured in the time waveform.

Peak -

Peak. = 2 V

Page 49: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 49

Pk (Peak)

1V

-1

Real

ms62.469480 s

Time 1

1V

Peak

0

Magnitude

Hz100 0 Hz

Pwr Spec 1

dX:4.516602 ms dY:997.4356 mVX:27.00806 ms Y:3.579427 mV

X:55 Hz Y:999.5843 mV

The time wave has not changed. The Peak value is expressed from zero to the largest positive or negative peak amplitude.

The peak value is measured in the time waveform.

Peak. = 1 V

Page 50: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 50

RMS (Root Mean Square)

1V

rms

0

Magnitude

Hz100 0 Hz

Pwr Spec 1

1V

-1

Real

ms62.469480 s

Time 1

X:55 Hz Y:706.8129 mV

dX:2.288818 ms dY:709.1976 mVX:27.00806 ms Y:3.579427 mV

The time wave has not changed.

The rms. value is expressed from zero to 70.7% of the peak amplitude for a single frequency.

The rms. value is calculated for the spectrum.

rms. = 707 mV

Page 51: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 51

Suffix Comparison

2V

rms

0

Magnitude

Hz100 0 Hz

Pwr Spec 1

2V

Peak

0

Magnitude

Hz100 0 Hz

Pwr Spec 1

2V

Pk-Pk

0

Magnitude

Hz100 0 Hz

Pwr Spec 1

1V

-1

Real

ms62.469480 s

Time 1

1V

-1

Real

ms62.469480 s

Time 1

1V

-1

Real

ms62.469480 s

Time 1

X:55 Hz Y:706.8129 mV

X:55 Hz Y:999.5843 mV

X:55 Hz Y:1.999169 V

dX:2.288818 ms dY:709.1976 mX:27.00806 ms Y:3.579427 mV

dX:4.516602 ms dY:997.4356 mX:27.00806 ms Y:3.579427 mV

dX:9.094238 ms dY:1.994871 VX:22.43042 ms Y:-993.8563 mV

RMS

Peak

Peak - Peak

Page 52: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 52

Changing Suffixes

Many times it is necessary to change between suffixes.

Pk-Pk / 2 = Peak

Peak x 0.707 = RMS (Peak / 1.414 = RMS)

RMS / 0.707 = Peak (RMS x 1.414 = Peak)

Peak x 2 = Pk-Pk

Page 53: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 53

Converting the Unit Suffix

Peak - Peak

RMS

÷ 2

x 0.707

x 2

÷ 0.707

PeakPeak

Page 54: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 54

Engineering Units (EU)

Engineering units are used to give meaning to the amplitude of the measurement.

Instead of the default “volts”, it is possible to incorporate a unit proportional to volts that will have greater meaning to the user.

Examples: 100 mV / g 20 mV / Pa

1 V / in/s 200 mV / mil

50 mV / psi 10 mV / fpm

33 mV / % 10 mV / V

Page 55: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 55

EU’s the Hard Way

Sometimes we forget to use EU’s, or just don’t understand how to set up the analyzer. The measurement is in volts!

There is no immediate need to panic if ????

You know what the EU is for the sensor you are using.

Example: An accelerometer outputs 100 mV / g and there is a 10 mV peak in the frequency spectrum.

What is the amplitude in g’s ?

Answer = 10 mV / 100 mV = 0.1 g

Page 56: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 56

The Big Three EU’s

Acceleration

Velocity

Displacement

Page 57: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 57

Converting the Big 3

In many cases we are confronted with Acceleration, Velocity, or Displacement, but are not happy with it.

Maybe we have taken the measurement in acceleration, but the model calls for displacement.

Maybe we have taken the data in displacement, but the manufacturer quoted the equipment specifications in velocity.

How do we change between these EU’s ?

Page 58: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 58

Changing UnitsVelocity = 2π

f D

Acceleration = 2π

f V or (2π

f)2

D

f = frequency, cycles/sec or HzD = displacement, inches (mm)V = velocity, in./sec. (mm/sec)A = acceleration, in/sec2

(mm/sec2)

(divide by 386.1 in/sec2/g to obtain acceleration in g’s)(divide by 9807 mm/sec2/g to obtain acceleration in g’s)

Page 59: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 59

386.1 What ?

1g = 32.2 feet/second2

32.2 feet 12 inchessecond2 X foot

386.1 inches/second2

g

Page 60: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 60

Doing the Math Units0.5g x 386.1 inches

second2

g

2π x 25 cyclessecond

0.5g x 386.1 inches x 1 secondg second2 2π x 25 cycles

0.5 x 386.1 inches2π x 25 cycles second

cycle

1.23 inches/second

There is a 0.5 g vibration at 25 Hz.

What is the velocity ?

Page 61: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 61

Radians, Degrees, or Time

00

900

1800

2700

3600

π 2

π

3π 2

3600

= 2π

Radians

3600

/ 2π

Radians

57.3250

/ Radian0

Page 62: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 62

Radians, Degrees, or Time

00

900

1800

2700

3600

π 2

π

3π 2

2π0

Page 63: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 63

Radians, Degrees, or Time

00

900

1800

2700

3600

π 2

π

3π 2

2πPeriod (seconds/cycle)

0

Page 64: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 64

Changing Units: Acceleration to Velocity

A f V= 2π

A V2πf

=

Page 65: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 65

Changing Units: Velocity to Displacement

V f D= 2π

V D2πf

=

Page 66: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 66

Converting the Unit Measure

Acceleration (g’s)

Velocity (inch/s)

Displacement (inch)

x 386.1

÷ 2(Pi)f

÷ 2(Pi)fx 2(Pi)f

x 2(Pi)f

÷ 386.1

Velocity (inch/s)

Acceleration (inch/s2)

Acceleration (inch/s2)

Page 67: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 67

Converting the SI Unit Measure

Acceleration (g’s)

Velocity (mm/s)

Displacement (mm)

x 9807

÷ 2(Pi)f

÷ 2(Pi)fx 2(Pi)f

x 2(Pi)f

÷ 9807

Velocity (mm/s)

Acceleration (mm/s2)

Acceleration (mm/s2)

Page 68: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 68

Acceleration - Velocity

Example: Find the equivalent peak velocity for a 25 Hz vibration at 7 mg RMS ?

= (g x 386.1) / (2 Pi x F)

= (0.007 x 386.1) / (6.28 x 25)

= 0.017 inches / second RMS

Answer = 0.017 x 1.414 = 0.024 inches / second Pk

Page 69: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 69

Velocity - Displacement

Example: Find the equivalent pk-pk displacement for a 25 Hz vibration at 0.024 in/s Pk ?

= Velocity / (2 Pi x F)

= 0.024 / (6.28 x 25)

= 0.000153 inches Pk

Answer = 0.000153 x 2 = 0.000306 inches Pk-Pk

Page 70: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 70

Acceleration -

Displacement

Example: Find the equivalent Pk-Pk displacement for a 52 Hz vibration at 15 mg RMS ?= (g x 386.1) / (2 Pi x F)2

= (0.015 x 386.1) / (6.28 x 52)2

= 0.000054 inches RMS

Answer = (0.000054 x 1.414) 2 = 0.000154 inches Pk-Pk

Page 71: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New
Page 72: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 72

Sensors

Displacement

Frequency

Spee

d

Page 73: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New
Page 74: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 74

AccelerometersIEPE

Electronics insideIndustrial

Charge ModeCharge AmplifierTest & Measurement

Page 75: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 75

Industrial Requirements and Applications

RequirementsFunctionalityDurabilityAffordability

ApplicationsTrendingAlarmingDiagnostics

RememberOne sensor does not fit all applicationsFit, Form & Function

Page 76: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 76

Accelerometer AdvantagesMeasures casing vibrationMeasures absolute motionCan integrate to Velocity outputEasy to mountLarge range of frequency responseAvailable in many configurations

Page 77: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 77

Accelerometer DisadvantagesDoes not measure shaft vibrationSensitive to mounting techniques and surface conditionsDifficult to perform calibration checkDouble integration to displacement often causes low frequency noiseOne accelerometer does not fit all applications

Page 78: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 78

Mass & Charge

Mass

Ceramic/Quartz

Post

Relative movement between post & mass creates shear in ceramic producing charge.

Page 79: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 79

Accelerometer ParametersPerformance Suited for Application

Sensitivity (mV/g)Frequency ResponseDynamic Range

Page 80: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 80

Typical Frequency Response

Frequency

Am

plitu

de

+/- 3dB

+/- 10%

Transmission RegionThe usable frequency range of the accelrometer

based on acceptable amplitude limits

AmplificationRegion

The natural frequency is excited causing gain around resonance

IsolationRegion

Phase between sensor & machine is shifted by 180

degrees and signal rolls off to zero

+/- 5%

Page 81: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 81

Mounting the Accelerometer

Page 82: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 82

Realistic MountingStud

Bees Wax

Adhesive

Magnet

Hand Held

100 1,000 10,000Frequency, Hz

In the real world, mounting might not be as good as the manufacturer had in the lab !

What about paint, rust, grease, oil, etc?

Vibration Institute, Basic Machinery Vibrations & Machinery Vibration Analysis

Page 83: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 83

Sensitivity, Range & Application

Sensitivity Range Output Application

10 mV/g10 mV/g +/+/--

500 g500 g +/+/--

5 VAC5 VAC

50 mV/g +/-

100 g +/-

5 VAC

100 mV/g +/-

50 g +/-

5 VAC

500 mV/g +/-

10 g +/-

5 VAC

A 10 mV/g accelerometer will have a dynamic range of +/-

500 g’s, and a dynamic output of +/-

5 volts AC.

They are typically used for machinery that is generating high amplitude vibrations. With the large dynamic range, they are much less likely to become saturated as a result of the high amplitude vibrations.

Page 84: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 84

Sensitivity, Range & Application

Sensitivity Range Output Application

10 mV/g10 mV/g +/+/--

500 g500 g +/+/--

5 VAC5 VAC

50 mV/g +/-

100 g +/-

5 VAC

100 mV/g +/-

50 g +/-

5 VAC

500 mV/g +/-

10 g +/-

5 VAC

A 50 mV/g accelerometer will have a dynamic range of +/-

100 g’s, and a dynamic output of +/-

5 volts AC.

They are typically used for general purpose machinery measurements, and are sometimes offered as standard sensors for data collectors.

Page 85: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 85

Sensitivity, Range & Application

Sensitivity Range Output Application

10 mV/g10 mV/g +/+/--

500 g500 g +/+/--

5 VAC5 VAC

50 mV/g +/-

100 g +/-

5 VAC

100 mV/g +/-

50 g +/-

5 VAC

500 mV/g +/-

10 g +/-

5 VAC

A 100 mV/g accelerometer will have a dynamic range of +/-

50 g’s, and a dynamic output of +/-

5 volts AC.

Approximately 90% of all vibration analysis and data collection is accomplished with a 100 mV/g accelerometer.

Some sensors are also available with a +/-

80g dynamic range for measuring larger signal amplitudes.

Page 86: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 86

Sensitivity, Range & Application

Sensitivity Range Output Application

10 mV/g10 mV/g +/+/--

500 g500 g +/+/--

5 VAC5 VAC

50 mV/g +/-

100 g +/-

5 VAC

100 mV/g +/-

50 g +/-

5 VAC

500 mV/g +/-

10 g +/-

5 VAC

A 500 mV/g accelerometer will have a dynamic range of +/-

10 g’s, and a dynamic output of +/-

5 volts AC.

This high output sensor is typically used for low speed equipment, low frequency measurements, and low amplitude analysis.

The high output provides a much better signal to noise ratio for low amplitude signals.

Page 87: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 87

Mounting Location

Load Zone

Axial

Radial

Vertical

Horizontal

Vibration Institute, Basic Machinery Vibrations & Machinery Vibration Analysis

Axial

Horizontal

Vertical

Axial

Horizontal

Vertical

Page 88: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 88

Mounting Location

Load Zone

Axial

Radial

Vertical

Horizontal

Page 89: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 89

Accelerometer AlarmsMachine Condition

rms peak

Acceptance of new or repaired equipment < 0.08 < 0.16Unrestricted operation (normal) < 0.12 < 0.24Surveillance 0.12 - 0.28 0.24 - 0.7Unsuitable for Operation > 0.28 > 0.7

Velocity Limit

Note #1: The rms velocity (in/sec) is the band power or band energy calculated in the frequency spectrum.

Note #2: The peak velocity (in/sec) is the largest positive or negative peak measured in the time waveform.

Page 90: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New
Page 91: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 91

Velocity SensorsSelf Generating – no power supply requiredMagnet inside coil generates velocity proportional to vibrationSpring mass system10 Hz. to 1000 Hz.Phase changeDirectional mountingLarge & Heavy500 mV/inch/sec

Page 92: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 92

PiezoVelocity SensorsRemember everything that you just learned about an accelerometerThe output of the accelerometer has been integrated to velocity100 mV/inch/sec

Page 93: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New
Page 94: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 94

Proximity Probes, Cables, & Drivers

Overview

Technical Background

Technical Specifications

Applications

Page 95: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 95

5 Meter & 9 Meter Systems

Typical lengths: 0.5 and 1.0 meters

Proximity Probe

Page 96: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 96

5 Meter & 9 Meter Systems

Probe Length + Extension Cable Length

must equal 5 or 9 meters in system length

Extension Cable

Page 97: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 97

5 Meter & 9 Meter Systems

Electronics tuned for 5 or 9 meter systems

Driver

Page 98: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 98

Application

Measure Displacement Vibration in plain bearing applications

Non Contact sensing of the shaft

Ideal for measuring:Shaft vibrationShaft centerline positionShaft axial position (Thrust Bearing)Rod dropSpeed (key phaser)

Page 99: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 99

Common Applications

CompressorsSteam Turbines PumpsFansBlowersGeneratorsGear Boxes

Plain Bearings Journal BearingsFluid Film BearingsBabbitt BearingsSleeve BearingsTilting Pad BearingsRecip’s (cross head)

Page 100: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 100

Displacement Probes - Advantages

Non-contactMeasure relative shaft vibrationMeasure shaft centerline position (DC gap)Measure axial position (Thrust)Flat frequency response dc – 10KHzSimple calibrationSuitable for harsh environments

Page 101: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 101

Displacement Probes - Disadvantages

Probe can move (vibrate)Doesn’t work on all metalsPlated shafts may give false measurementMeasurement is affected by scratches & tool marks in shaftAvailable system lengths (probe, cable & driver) 5 meter or 9 meter are standardMust have relief at sensing tip from surrounding metal (counter bore)

Plated shaft is round, but core material is not..

Page 102: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 102

Technical Background

Driver

Target

Cable

Probe

• The tip of the probe emits a radio frequency signal into the surrounding area as a magnetic field

• As a conductive target intercepts the magnetic field, eddy currents are generated on the surface of the target, and power is drained from the radio frequency signal

Page 103: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 103

Technical Background

Driver

Target

Cable

Probe

• Power varies with target movement in the radio frequency field creating a variation in the output voltage of the driver

-

A small DC voltage indicates that the target is close to the probe tip

-

A large DC voltage indicates that the target is far away from the probe tip

-

The variation of DC voltage is the AC dynamic signal indicating the vibration (displacement)

Page 104: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 104

Driver

Typical non-contact displacement sensor for measuring shaft vibration on a sleeve or journal bearing.

Eddy Currents

Shaft

Journal/Sleeve

Cable

ProbeSensitivity 200 mV/mil

(8 V/mm)

Dynamic Range 10 – 90 mils(.25 – 2.3 mm)

Frequency Response DC – 10 kHz

Sensitivity, Range, Response

Page 105: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 105

LinearityGap Gap Outputmils mm VDC10 0.25 -2.0120 0.51 -3.9730 0.76 -5.9040 1.02 -7.8850 1.27 -9.8760 1.52 -11.8070 1.78 -13.8080 2.03 -15.6990 2.29 -17.66100 2.54 -19.58

200 mV/mil x 50 mils =

-10.00 VDC

Page 106: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 106

Materials & Output Values

Typical200 mv/mil (8 V/mm)

Depends on probe, cable (length), and driver.Target material varies output.

Calibration ExamplesCopper 380 mV/milAluminum 370 mV/milBrass 330 mV/milTungsten Carbide 290 mV/milStainless Steel 250 mV/milSteel 4140, 4340 200 mV/mil

Based on typical output sensitivity of 200 mV/mil. (8 V/mm)

Page 107: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 107

It’s a Harsh World Out There!

Page 108: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 108

Driver to Driven

Page 109: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 109

API Standard 670 (Typical Information)

American Petroleum Institute

4th

Edition, December 01, 2000

www.techstreet.com

$168.00 USD/Copy

Industry Standard for Proximity Probes

Page 110: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 110

Vertical (Y) Horizontal (X)

Probe orientation based on facing Driver to Driven

Gap

Shaft

Journal/Sleeve

Technical Background

Page 111: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 111

DC Gap with Dynamic AC

DC Gap

A negative voltage level proportional to the gap spacing

Dynamic AC

Varying DC voltage simulates dynamic AC voltage for vibration output

30 mV/(200 mV/mil) = 0.15 mil’s p-p

-9.75V

-10.25

Real

ms79.960920 s

Time Record 1

-10.00

VDC

Gap

30 mV p-p VAC

Dynamic

Page 112: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 112

Looking at Orbits with a Scope

Vertical for Amplitude

Y

Horizontal for Time Base

X

Page 113: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 113

The Orbit Display

Y

X

Page 114: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 114

Rolling the Scope

Machine Vertical

Machine Horizontal

YX

Page 115: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 115

Modern Instrumentation & Orbits

Modern instrumentation can compensate for the location of the X and Y probes providing a true machine vertical and horizontal measurement.

Page 116: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 116

Proximity Probe AlarmsMachine Condition

< 3,600 RPM < 10,000 RPM

Normal 0.3 0.2Surveillance 0.3 - 0.5 0.2 - 0.4Planned Shutdown 0.5 0.4Unsuitable for Operation 0.7 0.6

Allowable R/C

Note #1: R is the relative displacement of the shaft measured by either probe in mils peak-peak.

Note #2: C is the diametrical clearance (difference between shaft OD and journal ID) measured in mils.

Page 117: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 117

Vertical (Y) Horizontal (X)

Absolute Shaft Displacement

Velocity1.

Measure the vertical shaft displacement.

2.

Measure the vertical casing velocity.

3.

Include phase

Vertical Measures

D = 2.85 milsp-p @1650

V = 0.24 IPSpk

@ 2110

3600 RPM

Page 118: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 118

Graphical Addition

Vertical Measures

D = 2.85 milsp-p @1650

V = 0.24 IPSp

@ 2110

Velocity leads displacement by 900

2110

- 900

= 1210

Dp-p

= 2[0.24/(2πf)]

Dp-p

= 2[0.24/(6.28x60)]

D = 1.27 milsp-p

@ 1210

900

001800

2700

1.27 milsp-p

@ 1210

2.85 milsp-p

@ 1650

3.86 milsp-p

@ 1520

Page 119: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 119

Mathematical Addition

D = 2.85 milsp-p @1650

D = 1.27 milsp-p

@ 1210

y = 2.85 milsp-p

x sin 1650

y = 0.74 milsp-p

y = 1.27 milsp-p

x sin 1210

y = 1.09 mils p-p

y = 0.74 + 1.09 = 1.83 milsp-p

x = 2.85 milsp-p

x cos 1650

x = -2.75 milsp-p

x = 1.27 milsp-p

x cos 1210

x = -0.65 milsp-p

x = -

2.75 + -

0.65 = -

3.40 milsp-p

900

001800

1.83 milsp-p

-3.4 milsp-p

3.86 milsp-p

@ 1520

D = y2

+ x2

D = 1.832

+ (-3.40)2

D = 3.86 milsp-p

900

+ acos

1.83/3.86

900

+ 620

= 1520

2700

Page 120: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 120

Shaft Centerline

On Centers

Bore Dia.

Shaft Dia.

Zero RPM

CCW Rotation

CW Rotation

Diametrical Clearance

Page 121: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 121

Shaft Centerline @ Zero RPM

Diametrical Clearance = 8 mils

Dia. Clr. / 2 = Radial Clr. = 4 mils

Page 122: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 122

Plotting Shaft Position Change

At Running Speed

CCW Rotation

Y = -1 mil

X = +2 mils

Shaft Change = 2.24 mils @ 71.60

0 Y -450 X +450

Page 123: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 123

Attitude Angle & Eccentricity Ratio

Shaft Attitude Angle

320

Typical 200

to 500

Eccentricity Ratio =

3.85 mils/ 4.0 mils = .96

Typical >.7 < 1.0

0 = On Centers

1 = Contact

Rad Clr 4 mils

Y -450 X +450

320

3.85

mils

Page 124: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 124

Axial Shaft Position (Thrust)

Shaft Two axial oriented probes are used for redundancy to monitor the axial movement of the shaft or thrust collar.

Page 125: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New
Page 126: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 126

Natural FrequencyA result of the Mass (m) and Stiffness (k) of the machine designResonance occurs when a natural frequency is excited by a forceCritical speed occurs when the machine speed matches the natural frequency and creates resonance

Page 127: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 127

Natural Frequency

0.3G

rms

0

Real

Hz150 50.00001 Hz

Auto Pwr Spec 1 HZ1.63

2G

-2

Real

s8 0 s

Time Record 1 TIME1.63

X:109.125 Hz Y:214.7374 mG

dX:554.6875 ms dY:-729.2974 mGX:164.0625 ms Y:1.379613 G

Time Waveform

Frequency Spectrum

Page 128: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 128

fn

= [1/(2π)] k/m

INCREASE the stiffness ( k )

INCREASE the frequency (f)

INCREASE the mass ( m )

DECREASE the frequency ( f )

Page 129: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 129

Natural Frequency fN

= [1/(2 π)] √

k/m

10 lbs. 30 lbs.

50 lbs.

95 lbs.

Pull Strength

Frequency Response ≈

2000 Hz.

k/m

k/m ≈

k/m

k/m

Page 130: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 130

Bump Testing Set-up

UNIFORM WINDOWTake your time – Bump aroundDo not over range or clip the input signal800 – 1600 lines of resolutionTry some different frequency spansOnly 1 bump for each time recordAbout 4 averages (depends on noise)

Page 131: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 131

Why the Uniform Window ?

Page 132: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 132

Bump It ! Two Responses !

2G

-2

Real

s1 0 s

Time Record 1 TIME4.63

0.015G

rms

0

Real

Hz100 0 Hz

Auto Pwr Spec 1 HZ4.63

dX:76.17188 ms dY:-1.36474 GX:23.4375 ms Y:1.63297 G

X:70.75 Hz Y:8.475402 mGX:65.5 Hz Y:12.23725 mGX:58.75 Hz Y:8.550765 mG

Time Waveform

Frequency Spectrum

Page 133: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 133

Mental Health Check !

2G

-2

Real

s1 0 s

Time Record 1 TIME4.63

0.015G

rms

0

Real

Hz100 0 Hz

Auto Pwr Spec 1 HZ4.63

dX:76.17188 ms dY:-1.36474 GX:23.4375 ms Y:1.63297 G

X:70.75 Hz Y:8.475402 mGX:65.5 Hz Y:12.23725 mGX:58.75 Hz Y:8.550765 mG

Time Waveform

Frequency Spectrum

76.17 msec/5 = 15.23 msec

F = 1/0.01523 sec = 65.64 Hz

65.5 Hz

Page 134: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 134

Using the Time Waveform

Log decrement = (1/n)[LN(A0

/An

)] = (1/5)[LN(1.633/0.268)] = 0.36

Damping ratio = Log dec/2Pi = 0.36/2Pi = 0.36/6.28 = 0.057

Amplification factor = 1/(2*Damping) = 1/(2*0.057) = 8.68

2G

-2

Real

s1 0 s

Time Record 1 TIME4.63X:99.60938 ms Y:268.2297 mGX:23.4375 ms Y:1.63297 G Time Waveform

A0

= 1.633 GAn

= 0.268 Gn = 5 cyclesLN = natural log

F = 1/0.01523 sec = 65.64 Hz

Page 135: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 135

Using the Spectrum

0.015G

rms

0

Real

Hz100 0 Hz

Auto Pwr Spec 1 HZ4.63X:70.75 Hz Y:8.475402 mGX:65.5 Hz Y:12.23725 mGX:58.75 Hz Y:8.550765 mG Frequency Spectrum

F = 65.5 Hzf2

= 70.75 Hzf1

= 58.75 Hz

-3dB

Find the –3dB points = AF

* .707 = 12.24 mG

* .707 = 8.65 mG

Find the frequencies at the –3dB points (f1 and f2

)

Amplification factor = F/ (f2 - f1

) = 65.5/(70.75 –

58.75) = 5.46

Page 136: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 136

Bump Testing SummaryTake your timeChoose your weaponBump aroundUniform WindowLook at the time waveformLook at the frequency spectrum

Do a mental health checkCalculate the amplification factorChange the massChange the stiffnessAdd dampingBump around

Page 137: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 137

1x (Running Speed)

Mass Unbalance 1XCritical Speed 1XMisalignment 1x, 2x, 3xLooseness 1X, 2X, 3X, 4X, 5X, ….NxRunout 1X

Page 138: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 138

1x Mass Unbalance

1.5inch

-1.5

Real

s15.99609 0 s

TIME 1

0.7inchrms

0

Magnitude

Hz100 0 Hz

FREQ 1X:60 Hz Y:88.18431 minchX:30 Hz Y:584.5464 minch

1x

2x

fT

= 1 ?

1600 Lines

Page 139: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 139

1.5inch

-1.5

Real

ms249.9390 s

TIME 1

0.7inchrms

0

Magnitude

kHz6.40 Hz

FREQ 1

1x Mass UnbalanceFt = 1 ?

1600 Lines

Page 140: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 140

1x Mass Unbalance

1x

2x

1.5inch

-1.5

Real

ms249.9390 s

TIME 1

0.7inchrms

0

Magnitude

Hz100 0 Hz

FREQ 1X:60 Hz Y:88.18431 minchX:30 Hz Y:584.5464 minch

FT ≠

1 !

But it makes a nice set of plots to analyze !

Primarily 1x

Page 141: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 141

1x, 2x, 3x

Misalignment

1x

2x

1x2x

Page 142: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 142

1x, 2x, 3x

Misalignment

1x

Angular

Misalignment

2x

Offset

Misalignment

Look for a 1800

phase shift across the coupling in axial vibration measurements. Be careful with the way

you mount the accelerometer. Don’t create the 1800 phase shift by flipping the accelerometer around.

Page 143: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 143

Rolling Element BearingsRolling element bearings will not generate frequencies that are even multiples of running speed. They are non-synchronous.They often generate low amplitudesThey have stages of failure starting with high frequency stress waves deteriorating to low frequency components.When the vibration gets better – shut the machine off immediately!

Page 144: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 144

Rolling Element Bearing Frequencies “Inner Race Rotates”

Inner race and shaft rotate.

Outer race is held or fixed.

FTF = (Hz/2)[1-(B/P)cosCA]

BPFO = (N/2)Hz[1-(B/P)cosCA]

BPFI = (N/2)Hz[1+(B/P)cosCA]

BSF = (PHz/2B){1-[(B/P)cosCA]2}

Where:

Hz. = rotor speed in cps

N = number of rolling elements

B = ball diameter

P = pitch diameter

CA = contact angle

Page 145: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 145

Rolling Element Bearing Frequencies “Outer Race Rotates”

Inner race and shaft fixed.

Outer race rotates.

FTF = (Hz/2)[1+(B/P)cosCA]

BPFO = (N/2)Hz[1+(B/P)cosCA]

BPFI = (N/2)Hz[1-(B/P)cosCA]

BSF = (PHz/2B){1-[(B/P)cosCA]2}

Where:

Hz. = rotor speed in cps

N = number of rolling elements

B = ball diameter

P = pitch diameter

CA = contact angle

No Rotation

Page 146: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 146

Approximate Rolling Element Bearing Frequencies

“Approximate Calculations when Inner Race Rotates”

Ball Pass Frequency Outer RaceBPFO = .41 x number of rolling elements x speed

Ball Pass Frequency Inner RaceBPFI = .59 x number of rolling elements x speed

Ball Spin FrequencyBSF = .22 x number of rolling elements x speed

Fundamental Train Frequency (Cage Frequency)FTF = .41 x speed

Page 147: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 147

Rolling Element Bearings (BPFI)9 - CENTER ROLL

532E044D -MIH MOTOR INBOARD HORIZONTALRoute Spectrum 21-Feb-04 08:37:46

OVERALL= 5.20 V-AN PK = 2.13 LOAD = 100.0 RPM = 1174. (19.57 Hz)

0 300 600 900 12000

0.3

0.6

0.9

1.2

Frequency in Hz

PK V

eloc

ity in

mm

/Sec

Freq: Ordr: Spec: Dfrq:

589.03 30.10 .289 94.91

SKF 63267.66 FTF43.01 BSF61.31 BPFO95.26 BPFI

Page 148: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 148

Rolling Element Bearings (BPFI)

9 - CENTER ROLL532E044D -MIH MOTOR INBOARD HORIZONTAL

Route Waveform 21-Feb-04 08:37:46

RMS = 3.52 LOAD = 100.0 RPM = 1506. (25.09 Hz)

PK(+) = 17.23 PK(-) = 17.94 CRESTF= 5.10

0 50 100 150 200-20

-15

-10

-5

0

5

10

15

20

Time in mSecs

Acc

eler

atio

n in

G-s

CF ALARM

CF ALARM

PK ALARM

PK ALARM Angel Fish

Impacts create Resonance of

Inner Ring

Page 149: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 149

Rolling Element Bearings

ft = 1 ?

t is very small

F is very high

F max

Page 150: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 150

Rolling Element Bearings

ft = 1 ?

t is longer

f is lower

F max

Page 151: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 151

Rolling Element Bearings

ft = 1 ?

T is really long

f is really low

F max

Page 152: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 152

Rolling Element Bearings ?

As the frequency gets lower bad things are happening !

Page 153: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 153

Rolling Element Bearings ?

Page 154: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 154

Rolling Element Bearings ?

Page 155: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 155

Gear MeshNumber of Teeth x Speed of the Shaft it is mounted on.Sidebands around gear mesh will be spaced at the shaft speed the gear is mounted on.Typically the vibration will be in the axial direction

Page 156: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 156

Gear Mesh & Shaft Speeds

1776 RPM

(29.6 Hz)25T

46T

29T

149T

16.09 Hz (965.2 RPM)

3.13 Hz (187.9 RPM)

Shaft Speeds

Inter Speed = 29.6(25/46) = 16.09 Hz16.09 x 60 = 965.2 CPMOutput Speed = 16.09(29/149) = 3.13 Hz3.13 x 60 = 187.9 CPM

Gear Mesh

GMH = 29.6 x 25 = 740 Hz740 x 60 = 44,400 CPMGML = 16.09 x 29 = 466.6 Hz466.6 x 60 =27,996 CPM

Page 157: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 157

0.1psi

rms

0

Magnitude

Hz40 20 Hz

1X:33.05971 Hz Y:25.62417 mpsiX:31.82788 Hz Y:89.65971 mpsiX:30.59605 Hz Y:31.80463 mpsi

Gear Mesh with Sidebands of Shaft Speed

Gear Mesh = 31.828 Hz

Sideband spacing = 1.232 Hz1.232 Hz x 60 = 73.9 CPM73.9 RPM = Shaft Speed

Zoom Window

Page 158: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 158

FansBlade Pass

Number of Blades x Speed of the Shaft the rotor is mounted on.Look at the damper and duct work for flow and restrictions.Blade clearance, discharge angle, wear & tear

Unbalance, misalignment, bearings

Page 159: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 159

Pumps

Vane PassNumber of Vanes x Speed of the Shaft the rotor is mounted on.Look at the input and output pressuresVane clearance, discharge angle, wear & tear

RecirculationRandom noise in FFT & Time WaveformAxial shuttling, High back pressure, Low flow rateFluid being forced back into pump

CavitationRandom noise in the FFT & Time WaveformAudible noise, Low back pressure, High flow rateAir entrained in fluid

Unbalance, misalignment, bearings

Page 160: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 160

Motors (synchronous)

Synchronous Speed(2 x Line Frequency)/number of poles

Stator2 x Line Frequency and Multiples

RotorSidebands Around Running Speed = Slip Frequency x Number of Poles with Multiples

Unbalance, Misalignment, Bearings

Page 161: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 161

BibliographyEisenmann, Robert Sr. & Eisenmann, Robert Jr., Machinery Malfunction Diagnosis and Correction, ISBN 0-13-240946-1Eshleman, Ronald L., Basic Machinery Vibrations, ISBN 0-9669500-0-3Vibration Institute, Basic Machinery Vibrations & Machinery Vibration AnalysisLaRocque, Thomas, Vibration Analysis Design, Selection, Mounting, and Installation, Application Note, Connection Technology CenterAgilent Technologies, The Fundamentals of Signal Analysis, Application note 243Agilent Technologies, Effective Machinery Measurements using Dynamic Signal Analyzers, Application note 243-1

Page 162: Introduction to Basic Vibration Analysis - · PDF fileIntroduction to Basic Vibration Analysis By: Jack D. Peters Connection Technology Center, Inc. 7939 Rae Boulevard. Victor, New

Jack D. Peters - CTC 162

Thank You !

You can find technical papers onthis and other subjects atwww.ctconline.com

in the “Technical Resources”

section