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Page 1: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Beginning Vibration Analysis

Connection Technology Center, Inc.7939 Rae Boulevard

Victor, New York 14564www.ctconline.com

Page 2: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564
Page 3: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Data Collection

2015 3

Portable

Route Based Permanent, Continuous, On-line

Loop Power Output

0

0.1

0.2

0.3

0.4

0.5

0.6

0:00:00 12:00:00 24:00:00 36:00:00 48:00:00 60:00:00

Time (minutes)

Velo

city

(inc

hes/

seco

nd p

eak)

Alert

Fault

Page 4: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Portable Data Collectors

Route Based Frequency Spectrum Time WaveformOrbits BalancingAlignment

Data AnalysisHistory TrendingDownload DataUpload RoutesAlarms “Smart” algorithms

2015 4

Page 5: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Permanent Monitoring

Continuous Measurement

Permanent Sensors Frequency Spectrum Time WaveformOrbits

Data AnalysisHistory Trending Ethernet ConnectionAlarms “Smart” Algorithms

2015 5

Page 6: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564
Page 7: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

What’s This ?

2015 7

0.0002inch

Peak

0

Magnitude

Hz100 0 Hz

1

Page 8: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

FFT, Frequency Spectrum,Power Spectrum

2015 8

0.0002inch

Peak

0

Magnitude

Hz100 0 Hz

1

Page 9: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Scaling X & Y

2015 9

0.0002inch

Peak

0

Magnitude

Hz100 0 Hz

1

X

Y

Page 10: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Scaling X & Y

2015 10

0.0002inch

Peak

0

Magnitude

Hz100 0 Hz

1

FREQUENCY

AM

PLIT

UD

E

Page 11: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Scaling X & Y

2015 11

0.0002inch

Peak

0

Magnitude

Hz100 0 Hz

1

What is it ?

How

bad

is it

?

Page 12: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

What’s That ?

2015 12

0.0004inch

-0.0004

Real

s7.996094 0 s

1

Page 13: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Time Waveform

2015 13

0.0004inch

-0.0004

Real

s7.996094 0 s

1

Page 14: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Scaling X & Y

2015 14

X

Y

0.0004inch

-0.0004

Real

s7.996094 0 s

1

Page 15: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Scaling X & Y

2015 15

TIME

0.0004inch

-0.0004

Real

s7.996094 0 s

1A

MPL

ITU

DE

Page 16: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Scaling X & Y

2015 16

0.0004inch

-0.0004

Real

s7.996094 0 s

1

What is it ?

How

bad

is it

?

Page 17: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

The X Scale

2015

What is it ?

Page 18: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Single Frequency

2015 18

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

55 Hz

18.18 ms

Page 19: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Frequency & Time

2015 19

fHz = 1/tSec

tSec = 1/fHz

Page 20: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Frequency & Time

2015 20

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

Then: FT = 1

FT = 1

Page 21: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Concept !

2015 21

FT = 1

If: F increases

Then: t decreases

If: T increases

Then: f decreases

Page 22: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Single Frequency

2015 22

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

55 Hz

18.18 ms

Page 23: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Multiple Frequencies

2015 23

1 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 24: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Multiple Waveforms

2015 24

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

55 Hz

42 Hz

21 Hz

78 Hz

Page 25: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Real Life Waveform

2015 25

4V

-4

Real

ms62.469480 s

TIME 1

55 Hz + 78 Hz + 21 Hz + 42 Hz = Trouble !

Page 26: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

FFT Capabilities

2015 26

4V

-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

FFT separates & displays individual frequencies and the amplitude of each frequency.

Complex time waveform contains frequencies of 21, 42, 55, & 78 Hz.

Page 27: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Lines or Bins

2015 27

0.0002inch

Peak

0

Magnitude

Hz100 0 Hz

1

The 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 28: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

LRF

2015 28

The 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.

Typically, this is the value that can be measured by the cursor

Example: 0 to 400 Hz using 800 lines

Answer = 400 / 800 = 0.5 Hz / Line

Page 29: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Bandwidth

2015 29

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 to 400 Hz using 800 Lines & Hanning Window

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

Page 30: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Resolution

2015 30

The frequency resolution is defined in the following manner:

2 (Frequency Span / Analyzer Lines) Window Function

or

Resolution = 2 (Bandwidth)

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

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

Page 31: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Using Resolution

2015 31

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

Frequency #1 = 29.5 Hz.

Frequency #2 = 30 Hz.

A hanning window and 800 lines will be used.

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

Page 32: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Using Resolution

2015 32

Resolution Required = 30 - 29.5 = 0.5 Hz

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

Therefore, the frequency span must be 133 Hz or less to measure the desired resolution of 0.5 Hz.

Page 33: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Data Sampling Time

2015 33

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 34: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Average & Overlap

2015 34

Average ‐ On Overlap Percent ‐ 50% Overlap is the amount of 

old data that is used

TR#1 TR#2 TR#3

TR#1

TR#2

TR#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 35: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

75% Overlap ?

2015 35

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 36: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Filter Windows

2015 36

Window 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 37: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

2015 37

Window Comparisons

Real Time

No Window

Page 38: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

2015 38

Window Comparisons

Real Time

Hanning Window

Page 39: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

2015 39

Window Comparisons

Real Time

Flat Top Window

Page 40: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Window Filters

2015 40

Hanning (Frequency)• Window Factor 1.5• Amplitude Accuracy ≈ 18%

Flat Top (Amplitude)• Window Factor 3.8• Amplitude Accuracy ≈ 1%

Uniform (Impacts)• Window Factor 1.0• Amplitude Accuracy ≈ 56%

Force Exponential • Force/Expo Set‐up• Requires Channel 1 Input 

Force (Hammer)• Requires Channel 2 Response 

(Sensor)• Response/Force (Channel 

2/Channel 1)• Normalizes data based on 

response to force

Page 41: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Filter Windows

2015 41

Use 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 42: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

The Y Scale

2015

How bad is it ?

Page 43: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Amplitude

2015 43

Acceleration = g’s rms. or peak

Velocity = inch/s rms. or peak

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

Page 44: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Pk‐Pk (Peak ‐ Peak)

2015 44

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 45: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Pk (Peak)

2015 45

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 46: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

RMS (Root Mean Square)

2015 46

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.

In a periodic time wave, the rms. value must be calculated in the FFT. It will represent the overall energy of the FFT.

rms. = 707 mV

Page 47: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Unit Comparison

2015 47

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 48: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Changing Units

2015 48

Many times it is necessary to change between units.

Pk-Pk / 2 = Peak

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

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

Peak x 2 = Pk-Pk

Page 49: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

2015 49

Convert the UnitPeak - Peak

RMS

÷ 2

x 0.707

x 2

x 1.414

PeakPeak

Page 50: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Engineering Units (EU)

2015 50

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 51: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

EU’s the Hard Way

2015 51

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/g = 0.1 g

Page 52: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Three Measures

2015 52

Acceleration

Velocity

Displacement

Page 53: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Converting Measures

2015 53

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 measures ?

Page 54: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Converting Measures

2015 54

Velocity = Acceleration / 2 fDisplacement = Velocity / 2 fDisplacement = Acceleration / (2 f)2

Where:• Acceleration = g’s

Multiply acceleration in g’s by (386.1 inches/second 2)/gMultiply acceleration in g’s by (9807 mm/second 2)/g

• Velocity = inches/second or mm/second• Displacement = inches or mm• f = frequency in Hz. (cycles/second)

Page 55: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

2015 55

Converting MeasuresAcceleration (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)

Standard Measures

Page 56: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

2015 56

Converting Measures

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)

Metric Measures

Page 57: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Acceleration ‐ Velocity

2015 57

Example: Find the equivalent Peak velocity for a 25 Hz vibration at 7 mg rms.

Velocity = (g x 386.1) / (2 f )

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

Velocity = 0.017 inches / second RMS

Answer = 0.017 x 1.414 = 0.024 inches / second Peak

Page 58: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Velocity ‐ Displacement

2015 58

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

Displacement = Velocity / (2 x f )

Displacement = 0.024 / (6.28 x 25)

Displacement = 0.000153 inches Peak

Answer = 0.000153 x 2 = 0.000306 inches Peak – Peak

or 0.3 mils Peak - Peak

Page 59: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Acceleration ‐ Displacement

2015 59

Example: Find the equivalent Peak-Peak displacement for a 52 Hz vibration at 15 mg rms.

Displacement = (g x 386.1) / (2 x f )2

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

Displacement = 0.000054 inches rms.

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

or 0.154 mils Peak - Peak

Page 60: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Radians, Degrees, or Time

2015 60

00

900

1800

2700

3600

2

32

2

3600 = 2 Radians

3600 / 2 Radians

57.3250 / Radian

0

Page 61: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

2015 61

00

900

1800

2700

3600

2

32

20

Radians, Degrees, or Time

Page 62: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Radians, Degrees, or Time

2015 62

00

900

1800

2700

3600

2

32

2

Period (seconds/cycle)

0

Page 63: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564
Page 64: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Sensors

2015 64

Displacement

Frequency

Speed

Page 65: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564
Page 66: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Accelerometers

2015 66

IEPE• Integrated Amplifier• Industrial

Charge Mode• External Amplifier• High Temperature

Page 67: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

AccelerometerRequirements and Applications

2015 67

Requirements• Functionality• Durability• Affordability

Applications• Trending• Alarming• Diagnostics

Remember• One sensor does not  fit 

all applications• Fit, Form & Function

Page 68: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Accelerometer Advantages

2015 68

Measures casing vibrationMeasures absolute vibrationIntegrate to VelocityDouble integrate to Displacement Easy to mountLarge range of frequency responseAvailable in many configurations

Page 69: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Accelerometer Disadvantages

2015 69

Does not measure shaft vibrationSensitive to mounting techniques and surface conditionsDifficult to perform calibration checkOne accelerometer does not fit all applications

Page 70: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Mass & Charge

2015 70

Relative movement between base & mass creates shear in ceramic producing a charge output.

Mass

Ceramic

Base

Page 71: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Typical Accelerometer Parameters/Specifications

2015 71

Specification Value Alternate Value

Sensitivity 100 mV/g +/‐5%

Frequency Response +/‐3dB 30 – 900,000 CPM 0.5 – 15,000 Hz

Frequency Response +/‐10% 60 – 420,000 CPM 1.0 – 7,000 Hz

Frequency Response +/‐5% 120 – 240,000 CPM 2.0 – 4,000 Hz

Dynamic Range +/‐ 80 g peak

Resonant Frequency 1,560,000 CPM 26,000 Hz

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Typical AccelerometerFrequency Response

2015 72

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%

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Accelerometer Mounts

2015 73

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Realistic Mounting

2015 74

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Sensitivity, Range & Application

2015 75

Sensitivity Range Output Application

10 mV/g +/- 500 g +/- 5 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.

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Sensitivity, Range & Application

2015 76

Sensitivity Range Output Application

10 mV/g +/- 500 g +/- 5 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.

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Sensitivity, Range & Application

2015 77

Sensitivity Range Output Application

10 mV/g +/- 500 g +/- 5 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.

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Sensitivity, Range & Application

2015 78

Sensitivity Range Output Application

10 mV/g +/- 500 g +/- 5 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.

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Mounting Locations

2015 79

Load Zone Axial (Z)

Horizontal (X)

Vertical (Y)These mounting locations also conform the the right hand rule for phase analysis. (Cartesian Coordinates)

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Mounting Locations

2015 80

Load Zone

• Axial (Z)

Radial

• Vertical (Y)

• Horizontal (X)

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Velocity Sensors

2015 82

Self Generating – no power supply required

Magnet inside coil generates velocity proportional to vibration

Spring mass system 10 Hz. to 1000 Hz. Phase change 900 Directional mounting Large & Heavy Output = mV/inch/sec

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Piezo Velocity Sensors

2015 83

Remember everything that you just learned about an accelerometer

The output of the accelerometer has been integrated to velocity and has a 900 phase change

100 mV/inch/sec (4 mV/mm/sec) 500 mV/inch/sec (20 mV/mm/sec)

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Proximity Probes, Cables, & Drivers

2015 85

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5, 7 and 9 Meter Systems

2015 86

AA = No Thread Length

BB = Case Length

CC = Total Length

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5, 7 & 9 Meter Systems

2015 87

Probe Length + Extension Cable Length

must equal 5, 7 or 9 meters in system length

Extension Cable

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5, 7 and 9 Meter Systems

2015 88

Electronics tuned for 5, 7 or 9 meter systems

Driver

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Application

2015 89

Measure Displacement Plain bearing applications

Non Contact Sensor

Ideal for measuring:Shaft vibrationShaft centerline position (Gap)Shaft axial position (Thrust Bearing)Rod dropSpeed (Gear)Trigger (Key or Keyway)

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Common Applications

2015 90

CompressorsSteam Turbines PumpsFansBlowersGeneratorsGear Boxes

Plain Bearings  Journal Bearings Fluid Film Bearings Babbitt Bearings Sleeve Bearings Tilting Pad Bearings Recip’s (cross head)

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Displacement Probe Advantages

2015 91

Non‐contactMeasure relative shaft vibrationMeasure shaft centerline position (DC gap)Measure axial position (Thrust) Provide Speed or Trigger Flat frequency response dc – 10KHz Simple calibration Suitable for harsh environments

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Displacement Probe Disadvantages

2015 92

Probe can move (vibrate) Doesn’t work on all metals Plated shafts may give 

false measurement Measurement is affected by 

scratches & tool marks in shaft Available system lengths (probe, cable & driver) 5, 7, or 9 meter are standard

Must have relief at sensing tip from surrounding metal (counter bore)

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

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Technical Background

2015 93

• 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 from the radio frequency signal changes

Driver

Cable

Probe

Shaft

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Technical Background

2015 94

• Power varies with target movement in the magnetic 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)

Driver

Cable

Probe

Shaft

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Sensitivity, Range,& Response

2015 95

Sensitivity 200 mV/mil(8 V/mm)

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

Frequency Response DC – 10 kHz

Driver

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

Eddy Currents

Shaft

Journal/Sleeve

Cable

Probe

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Linearity

2015 96

Gap Gap Outputmils mm VDC10 0.25 -2.0020 0.51 -4.0030 0.76 -6.0040 1.02 -8.0050 1.27 -10.0060 1.52 -12.0070 1.78 -14.0080 2.03 -16.0090 2.29 -18.00100 2.54 -20.00

‐20

‐18

‐16

‐14

‐12

‐10

‐8

‐6

‐4

‐2

00 10 20 30 40 50 60 70 80 90 100

Volts

 DC

mils

Proximity Probe LinearityNomial Output = 200 mV/mil (8V/mm)

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Materials & Sensitivity

2015 97

Typical200 mv/mil (7.87 V/mm)4140 Steel

Depends on probe, cable (length), and driver.

Target material varies output.

Note:

If the shaft or target material is not 4140 steel, then a test should be run to determine the sensitivity of the material being measured.

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Durability is Required

2015 98

Proximity probes lead a rough life. Installation, maintenance and overhauls require trained analysts, technicians, or mechanics to properly install and remove the probes. Some probes are actually encapsulated inside the fluid film bearing, and are exposed to the lubrication and heat generated by the bearing. Proper handling and durability are key performance factors.

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Driver to Driven Orientation

2015 99

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API Standard 670  

2015 100

• Industry Standard for Proximity Probes

• American Petroleum Institute

• (5th Edition ) 01 November 2014

• www.techstreet.com ≈ $200.00 USD/copy

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Probe Orientation

2015 101

Probe orientation based on facing Driver to Driven

Gap

Shaft

Lubricant

Sleeve

Vertical (Y) (X) Horizontal900

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DC Gap & Dynamic AC

2015 102

≈ -10.00

VDC

DC Gap

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

30 mV p-p VAC

Dynamic

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DC Gap & Dynamic AC

Positive Peak = - 48.57 mils

DC Gap = - 56.08 mils

Negative Peak = - 63.59 mils

2015 103

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Dynamic Outputs

2015 104

Vertical for Amplitude

Y

Horizontal for Time Base

X

900

Note: The shaft diameter needs to be greater than 2 inches to prevent interference between the two probes.

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The Orbit Display

2015 105

Y

X

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Rolling the Scope

450

Machine Horizontal

Mac

hine

Ve

rtica

l

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Orbit Correction

Machine Horizontal

Mac

hine

Ve

rtica

l

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Orbits & Instrumentation

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

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Clearance vs. Vibration

2015 109

Diametrical Clearance Peak - Peak Displacement

If the (Peak – Peak Displacement / Diametrical Clearance) x 100% > 50% then the vibration of the shaft is using more than half of the bearing clearance and additional analysis may be required to identify and reduce the vibration amplitude.

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Absolute Shaft Displacement

2015 110

Displacement

Velocity

1. 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

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Graphical Addition

2015 111

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

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Mathematical Addition

2015 112

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

0018001.83 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

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Shaft Centerline

2015 113

On Centers

Bore Dia.

Shaft Dia.

Zero RPM

CCW Rotation

CW RotationDiametrical

Clearance

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Plotting Shaft Position 

2015 114

At Running Speed

CCW Rotation

Y = -1 mil

X = +2 mils

Shaft Change = 2.24 mils @ 71.60

0 Y -450 X +450

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Axial Thrust or Position

Shaft

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

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Rod Drop

2015 116

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2015 117

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Natural Frequency

2015 118

A result of the Mass (m) and Stiffness (k) of the machine design

Resonance occurs when a natural frequency is excited by a force

Critical speed occurs when the machine speed matches the natural frequency and creates resonance

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Natural Frequency

2015 119

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

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2015 120

↑ INCREASE the stiffness ( k )

↑ INCREASE the frequency (f)

↑ INCREASE the mass ( m )

↓ DECREASE the frequency ( f )

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Natural Frequency  

2015 121

10 lbs. 30 lbs. 50 lbs. 95 lbs.

Pull Strength

Frequency Response ≈ 2000 Hz.

k/m ≈ k/m ≈ k/m ≈ k/m

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Bump Testing Set‐up

2015 122

UNIFORM WINDOW Take your time – Bump around Do not over range or clip the input signal 800 – 1600 lines of resolution Try some different frequency spans Only 1 bump for each time record About 4 averages (depends on noise)

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Uniform Window

2015 123

The Uniform window should be used for bump testing.

If you use the Hanning or Flat Top windows, they will filter out the response from the impact

Uniform

Hanning

Flat Top

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Bump It !

2015 124

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

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Mental Health Check !

2015 125

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

The frequency measured in the time waveform should be the same frequency in the FFT.

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Time Waveform

2015 126

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

1. Log decrement = (1/n)[LN(A0/An)] = (1/5)[LN(1.633/0.268)] = 0.36

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

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

A0 = 1.633 G

An = 0.268 G

n = 5 cyclesLN = natural log

F = 1/0.01523 sec = 65.64 Hz

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FFT or Spectrum

2015 127

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 Hz

f2 = 70.75 Hzf1 = 58.75 Hz

-3dB

1. Find the –3dB points = AF * .707 = 12.24 mG * .707 = 8.65 mG

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

3. Amplification factor = F/ (f2 - f1) = 65.5/(70.75 – 58.75) = 5.46

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Bump Testing Summary

2015 128

Take your time Choose your weapon Bump aroundUniform Window Look at the time waveform

Look at the frequency spectrum

Do a mental health check

Calculate the amplification factor

Change the mass Change the stiffness Add damping Bump around Compare and verify results after changes to the machine

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1x (Running Speed)

2015 129

Mass Unbalance 1x• Critical Speed 1x• Misalignment 1x, 2x, 3x• Looseness 1x, 2x, 3x, 4x, 5x, ….• Runout 1x

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1x Mass Unbalance

2015 130

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

1600 Lines

Good resolution & presentation of the FFT

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1x Mass Unbalance

2015 131

1.5inch

-1.5

Real

ms249.9390 s

TIME 1

0.7inchrms

0

Magnitude

kHz6.40 Hz

FREQ 1 1600 Lines

Good resolution & presentation of the Time Waveform

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1x Mass Unbalance

2015 132

Two measurements will provide good resolution & presentation of both the FFT & Time Waveform

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

1x

2x

Primarily 1x

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1x, 2x, 3x Misalignment

2015 133

1x

2x

1x

2x

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1x, 2x, 3x Misalignment

2015 134

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.

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Rolling Element Bearings

2015 135

Rolling element bearings will not generate frequencies that are even multiples of running speed. They are non‐synchronous.

They often generate low amplitudes They 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! 

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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. = shaft speed in cps

N = number of rolling elements

B = ball diameter

P = pitch diameter

CA = contact angle

Page 137: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

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. = shaft speed in cps

N = number of rolling elements

B = ball diameter

P = pitch diameter

CA = contact angle

No Rotation

Page 138: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Rolling Element Bearings (BPFI)

2015 138

9 - CENTER ROLL532E044D -MIH MOTOR INBOARD HORIZONTAL

Route 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 139: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Rolling Element Bearings (BPFI)

2015 139

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 140: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Rolling Element Bearings

2015 140

ft = 1 ?t is very small

F is very high

F max

Early stage electrical fluting

Page 141: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Rolling Element Bearings

2015 141

ft = 1 ?t is longer

f is lower

F max

Inner race pitting

Page 142: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Rolling Element Bearings

2015 142

ft = 1 ?T is really long

f is really low

F max

Total bearing failure

Page 143: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Rolling Element Bearings

As the frequency gets lower bad things are happening !

Page 144: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Rolling Element Bearings

2015 144

No lubrication!

No vibration program!

No Reliability!

Page 145: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Rolling Element Bearings ?

You need all of the rolling elements, in the same orientation, a good cage, and a solid inner race to have a quality bearing and good vibration measurement!

Page 146: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Rolling Element Bearings

2015 146

Severe Electrical Fluting

Page 147: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Gear Mesh

2015 147

Number 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 148: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Gear Mesh & Shaft Speeds

2015 148

1770 RPM

(29.5 Hz)21T

47T

27T

147T

13.18 Hz (790.85 RPM)

2.42 Hz (145.25 RPM)

Shaft Speeds

Inter Speed = 29.5(21/47) = 13.18 Hz13.18 x 60 = 790.85 CPMOutput Speed = 13.18(27/147) = 2.42 Hz2.42 x 60 = 145.25 CPM

Gear Mesh

GMH = 29.5 x 21 = 619.5 Hz619.5 x 60 = 37,170 CPMGML = 13.18 x 27 = 355.88 Hz355.88 x 60 = 21,352 CPM

Page 149: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Gear Mesh with Sidebandsof Shaft Speed

2015 149

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 = 31.828 Hz

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

Zoom Window

Page 150: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Fans

2015 150

Blade 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 151: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Pumps

2015 151

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

Recirculation• Random noise in FFT & Time Waveform• Axial shuttling, High back pressure, Low flow rate• Fluid being forced back into pump

Cavitation• Random noise in the FFT & Time Waveform• Audible noise, Low back pressure, High flow rate• Air entrained in fluid

Unbalance, misalignment, bearings

Page 152: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Motors

2015 152

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

Stator• 2 x Line Frequency and Multiples

Rotor• Sidebands Around Running Speed = Slip 

Frequency x Number of Poles with Multiples

Unbalance, Misalignment, Bearings 

Page 153: Beginning Vibration Analysis - CTC Vibration... · Beginning Vibration Analysis Connection Technology Center, Inc. 7939 Rae Boulevard Victor, New York 14564

Thank You !

2015 153

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

in the “Technical Resources” section

Connection Technology Center, Inc.7939 Rae Boulevard

Victor, New York 14564Tel:  +1‐585‐924‐5900Fax: +1‐585‐924‐4680