RLD Processes and Analyses - Engineering Integrity...
Transcript of RLD Processes and Analyses - Engineering Integrity...
Smarter Thinking.
© MIRA Ltd 2014
Smarter Thinking. © MIRA Ltd 2014
RLD Processes and Analyses
David Ensor – MIRA Ltd]
Smarter Thinking.
© MIRA Ltd 2014
Road Load Data
March 3, 2015 We Deliver Smarter Thinking. 2
Those quantities generated throughout a
product while in its service environment &
having an effect on strength or durability.
Typical measured values include -
Forces
Accelerations
Strains
Displacements
Speeds
etc...
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Just because we can – Should we?
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Analysts & Engineers are requiring MORE
complex measurement data to improve
predictability of Analytical Methods & to
Support Sophisticated Laboratory Testing.
Exponential growth in number of
channels being measured.
Exponential growth in the amount of
information to being extracted from EACH
channel.
Recent exercises have ask MIRA to help analyse & sort out data in
the order of hundreds of thousands of pieces of data, all very long
tests, & covering GBytes of data.
Typical projects now collect 80 – 100 GBytes as standard!!!!!
With all the new techniques, modern kit, & software tools – data still
requires work to make if – time is now the limitation …..
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Getting the Answer You Want
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Spike Removal
Rescaling
Drift & Mean Offset
Noise & Filtering
Drop-outs
Clipped data
Sample Rate Adjustments
Extraction/Deletion of Data
Calculated Channels
XY Display
Nearly always faster & more accurate to collect data again!
Check your data before stripping the vehicle!
Trouble now is the quantity & bulk of data.
E-I-S Software Verification
• You check calibration of transducers
• Do you check calibration of software?
• Do you check veracity of the algorithm?
E-I-S did set up a series of ‘standard’
signals and tests to use.
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Dodgy Data …..
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Some examples of data submitted to MIRA for
analysis!
All of this data was described as checked & verified
by the customer!
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What about How Many Tests
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Very often need to provide a ‘good representation
of an event for analysis or rig test & work out
what is pass/fail criteria.
Should we collect one event?
Should we collect a number?
How many laps/events?
What is the confidence?
How many samples?
How do we know if test is a success?
Correct statistical application as to be taken – determine confidence
levels, design of experiments – more importantly how to set up
project …..
Many times we are asked – “instrument the vehicle, then work out
what can be done with data” …..
When taking data, or measurements how many readings are
needed?
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Data Analysis Process
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Fit
Transducers
Run on
Test Tracks
Look for
Analysis to do
Clean Data
by Eye
Filter Data
as Standard
What we have ! (Typically accelerometers)
Standard! (We always use 35Hz)
Spikes! (Typical freehand)
All of them (Typical high input)
What can we do? (Typical basic plots)
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Data Analysis ‘Better Practice’
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Determine required
result & format
Review the analysis
needed to obtain result
Collect data on
correct surface
Fit transducers
for that data
Determine data specific
to the analysis
Validate data for
required content
Maintain History &
Deliver good results
Check output on
known surface
Check analysis
with known data
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Of course everyone uses the same coordinates
March 3, 2015 We Deliver Smarter Thinking. 9
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MIRA RLDA Directory Naming
Organises and maintains confidentiality.
Ensures procedures are consistent.
Procedures can be common.
Data is in known areas..
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Organises procedures
Maintains confidentiality.
Procedure consistency.
Looping on multiple events.
Common naming.
Parsing is easy..
MIRA RLDA File Naming
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Statistics is important - More than one variability
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User
Population
(random)
“X” thousand vehicles per year
Any vehicle can
go to any user
Usage 90%ile
Only 10% exceed this
1 in 10 chance of
exceeding usage
Nu
mb
er
of
Ve
hic
les
Distance
Usage
Distribution
Usage
Target
Failure
Population
(random?)
Fail 10%ile
1 in 10 chance
of fail before
Failure
Distribution
Any vehicle can
fail for any user
Durability
Target
Als
o S
afe
ty C
riti
ca
l
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Number of readings & Collecting enough data
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An experiment checked temp
change of 1deg made difference
of 7/1000s of an inch for the 100
foot chain.
36-inch theodolite weighed over half a
tonne carried by 12 men
One of the 7.5 miles (12 km)
baselines Lambton made over
400 readings with 100’ chain in
57 days across jungle
1843 survey Lambton/Everest set up
line of triangles up the spine of India
over an area of 56,997 square miles
starting from measured baseline. One
such measurement of a 7.19 mile
baseline differed only 3.7 inches from
the value calculated by triangulation.
GPS & laser site measuring have
not got any more accurate
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Number of Readings! Design of Experiments
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Many tester now take just one
vehicle – do one run – change
settings or modify – do another run
and compare the results.
This is a typical request for alternate
fuel tests etc. ONE TEST !
It is now the norm to test only one
vehicle through and ‘hope’ it passes.
There are techniques for providing
the confidence in a result and they
rarely recommend 1 specimen, or
one test run.
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Test Samples
March 3, 2015 We Deliver Smarter Thinking. 15
Test Sampling
There are standard methods for calculating sample sizes. Actual or projected ‘Sales’ figures for the
population of vehicles to be made will recommended, sample size required mathematically to satisfy
various confidence bands.
It would be usual to offer better than 90% or 95% confidence in a result and within a +/- 5% (10%
Error) band on this. It is rare to find anywhere in the literature on the subject of sampling, any
reference to requirements less than 95% confidence levels.
This implies a large number of samples or lack in confidence.
Test Length
One Sample Just Pass Test
No Confidence
To Be Confident
1 Sample must pass 6 x Test
Test Length
Six Sample Just Pass Test
No Confidence To Be Confident
6 Sample must pass 1.25 x Test
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Test Failure – Theory v Practice
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Total life = Life to Initiate a crack + Life to Grow the crack
Crack initiation Crack growth
Vehicle Life (Stress or SN)
Design life (Strain or EN)
Often much larger than Design Life (Fracture or Crack Growth or
Vehicle designer considers failure is start of a crack <0.5 mm
Most vehicles are designed to a fairly common standard – no cracks in major components inside its Design Life No cracks at all in whole life for any Safety Critical Component
Practice considers failure when broken
New Tank Scrap Vehicle
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Tracks & Roads RLD - Same data – Enough data
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Collect until you have ‘enough’ data – Classify significant sections, continuously average
the classification until it doesn’t change – you now have enough data.
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Rig Test Time Reduction – Remove “None Event Time” & then Damage Editing
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Zero/Start
Stationary
Preliminary Track Section
Vehicle moving & settle
The Event in Track Section
Vehicle moving & test event
Final Track Section
Vehicle moving & re-settle
Zero/End
Stationary
RLD Event Record
As supplied for whole event
Typical Rig Event Extraction – Duty Cycle
Extract vehicle moving and smooth ends
Minimal Rig Extraction – Event only
Extract only event + Lead in/out itself
Time=0 Schedule event start Event only
(can limit fatigue result) Schedule event ends
Time reduced from RLD & vehicle durability work by fixed procedural start/end
conditions, or removal of removal, of approach roads, “zero’ conditions etc.etc
Then we can also apply damage editing techniques
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Accuracy v Usability
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• Should we insist on accuracy?
• What is a useful result?
• Determine confidence in result.
• Has result proven the point?
• Statistical difference (T testing)
Damian Harty explores this
concept well in his Paper
"The Myth Of Accuracy
A common misconception is that
increased complexity leads to
better, more useful results
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RLD Testing Conditions Loading Instrumentation
David Ensor – MIRA Ltd]
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RLD Test Load Conditions
RLD at ‘worst case’
• What is worst case
• Laden
• GVW
• Unladen
• Plated
• Overload
• Loading from instrumentation
• Typical or Special
• Roof box / Bike racks
• Trailer/Caravan/Boat
• Distribution/Pillion
• Variable (Liquid, People)
• Other ……… etc
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Some Extremes
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People do ask strange things ..
Fig 9: Applying assumed user conditions leads to some over test.
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Can fixed events test for real world? RLD …
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How well? Correlate RLD Classification
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RLD ‘Problems’ & Misconceptions
David Ensor – MIRA Ltd]
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Fo - Outer wheel
force anywhere
along contact patch
length
Spring Damper
Axle Bending Bridge
Strain Gauges
Fi - Inner wheel
force anywhere
along contact patch
length
µ ( Fi + Fo )- Cornering force
r
xi
xo
Measured Bending Moment (Strains) = ( Foxo+ Fi xi ) - µ ( Fi + Fo ) r
WRONG !!!!!
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Spring Damper
Axle Shear Force
Strain Gauges
Fo - Outer wheel
force anywhere along
contact patch length
Fi - Inner wheel force
anywhere along
contact patch length
µ ( Fi + Fo )- Cornering force
r
xi
xo
Measured Shear (Strains) = Fo+ Fi + a little cross talk from lateral compression.
RIGHT -SHEAR
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r
Danger of assumptions
• Main test case is based on maximum
constant circle cornering
• Most vehicles can pull 0.8 G or so.
•We can rig test the Z & X loads separately
on a rig
• Z cycles plus X cycles will provide total
damage.
•Is this a good plan?
Spring
Damper
Axle Strain Gauge
F = Wheel force
anywhere along
contact patch length
µ ( F ) = Cornering force
x
r
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r
Spring
Damper
Axle Strain Gauge
F = Wheel force
anywhere along
contact patch length
µ ( F ) = Cornering force
x
Measured Bending Moment (ie Stress) = Fx - µ F r
Thus if x / r = 0.8 then BM and stress = ZERO
Danger of assumptions
• Remember Muybridge
• Why is this worst case? Only considered
each component separately.
• The real case is the combined vector case.
• In fact from most vehicle proportions
(beam axles) @ 0.8 G or so the bending
moment will be zero!!!!
• Thus, we will artificially create a rig failure
by separating the loading X & Z that would
not actually occur.
r
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The Accelerometer Trap
You have the accelerometer data
Newton has it that F = ma
We can thus work out the FORCES !!!
All Wheel Bump
Possible that
F = Axle mass x accel
Further Down Road –
Single Wheel Bump
Then possible that
F = ½ Axle mass x accel
And then –
Ripple Under Wheels
Then possible that any
F = Local mass x accel
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Understanding RLD by Classification Analysis
David Ensor – MIRA Ltd]
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Some Ideas using statistics
Imagine you buy a house near the sea on an 8 m wall
You ask about flooding and damage by freak weather
The builder says average tide height as published by Government are 4 m.
Government tables agree, but also mention range of tides, from 2 m to 6 m.
Locals say waves are usually around 4 m peak to trough
The eco people say RMS ‘average’ for waves is around 6 m
The owner wanting to be helpful says waves have come over the wall.
What could you expect in general and at worse?
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Taking readings
A short example to give you some ideas …
Lets look at everyday item … the electrical supply.
Take a voltmeter, “poke it” in the socket and look at the result.
On a ‘standard’ setting we can see 240 v. Is this correct? Is it okay?
Reset the voltmeter, to show “peak” and look at the result.
We now get 339 v Is this correct? Is it okay?
Record the voltage and show “average” and look at the result.
We now get 0 v ???? Is this correct? Is it okay?
Reset the meter to show “current” and look at the result.
We see 0 amp, or 1 amp, or 13 amp etc?? Is this correct? Is it okay?
Recheck the meter to another scale and look at the result.
We see 230.6 v at 50 Hz ?? Is this correct? Is it okay?
Smarter Thinking.
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How we view our readings
Most things we want to measure are changing, we need measurements that
take this into account …
It is important to know what and why you are measuring, and use suitable
transducers and take values that are useful …
Statistics - look at the basic info
• Max/Min
• Range
• Mean/Average
• Median
• Mode
• RMS (Root Mean Square)
• Standard Deviation
before we get anywhere near
analysis …… etc
Two signals can give same
statistics so plotting/oscilloscope
can help make sense …
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Some important RLD classifications
March 3, 2015 We Deliver Smarter Thinking. 35
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Range–Mean Cycle Count (Rainflow is only one algorythm)
March 3, 2015 We Deliver Smarter Thinking. 36
Maximum Range RMax
At Mean Level MMean
(1 or minimum count)
Other Ranges R
And Means M
Minimum Mean Level MMax
0 or minimum Range RMin
(1 or minimum count)
Maximum Mean Level Mmax
0 or minimum Range RMin
(1 or minimum count)
Minimum Range RMin
Most counts
(Approx ½ total points)
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Why it is a classification
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Other Ranges R
And Means M
Minimum Mean Level MMax
0 or minimum Range RMin
(1 or minimum count)
Maximum Mean Level Mmax
0 or minimum Range RMin
(1 or minimum count)
Minimum Range RMin
Most counts
(Approx ½ total points)
Maximum Range RMax
At Mean Level MMean
(1 or minimum count)
Counts outside are
special or anomalies
High counts inside &
peak outside are
unusual cyclic or
resonance etc
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1
Stage Range (X) Mean (Y) Number (Z)
Whole signal max 9 2 1
Drain & look at next
max 3 0.5 1
Etc 2 0 1
Etc 2 3 1
Last cycle 1 0.5 1
Range–Mean Cycle Count (Non-Rainflow method )
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A
B
2048 Point buffer extracted from signal
4096 Point buffer extracted from signal
2048 points means a set of buffers each around ½ second These are then used to represent the spectra for 0 – 2500 Hz in 1024 bins. Each point being 2500 / 1024 Hz per point = 2.44 Hz/bin
4096 points means a set of buffers each around 1second These are then used to represent the spectra for 0 – 2500 Hz in 2048 bins. Each point being 2500 / 2048 Hz per point = 1.22 Hz/bin
5000 Hz sampled data has a Nyquist of 2500 Hz Or the highest frequency we can represent in this data
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134 136 Frequency
Amplitude
134 136 Frequency
Amplitude Example Assuming all frequency inside 135 to 136 Hz bin Area 135 to 136 Hz is still = 3.66 = 3.66 / 1.22 = 3 g Doubled just in changing resolution, but is same spectra power.
1.5 Example Area 134 to 136 Hz = 1.5 x 2.44 = 3.66
3
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RLD Conditons
David Ensor – MIRA Ltd]
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Some common problems
• Instrumentation
- Fixing of equipment
- Fixing of leads
- Bad shielding
- Earth loops
- Connections
- Power supply +/-
- Disparate devices & power
- Floating zero
- uE offset
- Power requirement
o EV – cannot use vehicle supply
o Starting brownout & pulses
o Noise from EV DC to AC converters
o Signal swamping (rev pulses from tacho sensor etc)
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© N. Petrone N. Biliato, University of Padova,
2000
Space is always a problem
27 Channels on frame
+ 6 displacement
+ Speed/revs etc
Kit all in seat
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MIRA Collecting Data Real conditions
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Loading Conditions
March 3, 2015 We Deliver Smarter Thinking. 45
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Low current draw – Long term data
Through number
of winter /
summer cycles
Measure voltage
& current
Measure usage
poaramters
accels,
operations
Sleep mode in
storage
Quiescent state,
wake on use or
timer.
Small packaging,
but low proce.
Few micro amps
only, to keep AIM
processer alive.
Smarter Thinking.
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Environment, Vibration, Unexpected conditions
March 3, 2015 We Deliver Smarter Thinking. 47
Geographical
Mud/water/dust
Temperature/Humidity
Altitude
Electrical
EMC
Other!
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Understanding RLD by Classification Analysis
David Ensor – MIRA Ltd]
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Various RLD Domains (Time is not everything)
• Set-up considerations (sample rate and filtering)
• Collecting enough data
• Why not collect all data at max sample rate
• Domains
- Time series
- Distance series
- Rotational
- Special
o Triggering
o Temperature
o Envelope
• Classifications for other domains
- Time series (ASD, ADA, JPD, CYH)
- Distance series (ASD, ADA, JPD, CYH)
- Rotational
- Etc
0 500 1000 1500 2000 2500-4
-3
-2
-1
0
1
2
3
4
LHF_Track_Rod(kN) car_c01_0093_037
Seconds
0 5000 1E4 1.5E4-3
-2
-1
0
1
2
3
LHF_Track_Rod(kN) car_c01_0093_037
m
Screen 1
1560 1580 1600 1620
-3
-2
-1
0
1
2
3
LHF_Track_Rod(kN) car_c01_0093_037
Seconds
Sample = 768
Npts = 2.068E6
Max Y = 3.036
Min Y = -3.951
8400 8500 8600 8700
-2
-1
0
1
2
LHF_Track_Rod(kN) car_c01_0093_037
m
Sample = 10
Npts = 1.967E5
Max Y = 2.952
Min Y = -2.798
Screen 3
Vehicle? Surface? Surface?
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Steering Entropy
Rolling Statistic per Second:
• Provides condition of steering movement during run
• Max , min, mean, RMS & std dev steering movement during each second.
• Entropy is “amount” of steering input (mean variation) & shake (standard deviation or spread) of steering to maintain driving conditions.
• Overall statistics during task provide one of level of assessment.
Mean
Std Dev
Angle
Straight Ahead
Mean
Std Dev Each Second
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Steering Entropy Visualisation (JPD)
Count number of occurrences steering at angle with amount it ‘shakes’ during task :
• Provides a picture illustrating steering statistic & amount of ‘nervousness’ in steering actions..
• Early days, difficulty providing a single statistic // may be useful using d(Steer Angle) / d(Lat Acc).
Mean Std Dev
Straight Ahead
Mean
Std Dev
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Assumed Failure – Test the right thing
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It is easy to assume that just because we can reproduce a failure, that we have reproduced the process
or mode of failure. Actual causes can be difficult to assess.
Assumption
Actual Mode
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Other RLD support information
David Ensor – MIRA Ltd]
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Analysis : Start + 20 End - 25
Shows change in setting
Drift or offset problem
20 25
Simple Calibrations
This can save large amounts
of time.
Aids credibility!
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We need to check the initial set-up of the whole system
Tip calculation
Calculate shunt
resistor at
gauge
Physical
calculation
View noise
and accuracy
View noise
and accuracy
Accuracy
Linearity
Noise
Assembly Calibration Checks
Set-up some standard check tests - constant circles
- accel / steady speed / braking
- wheel off - wheels on ground etc
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The real signal is continuous, but we will sample ...
Assumed signal
Actual signal
Sample points
Theory from Fourier Analysis
- To maintain frequency content, sample at 2 x Nyquist
- To maintain shape and amplitude, sample at 10 x Nyquist
Aliasing Problems
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1
-1
5170
LH
F.B
ody M
ount (
g)
Time (seconds)
DISPLAY OF test102
2585001 points.
5000 pts/secon
Displayed:
2585001 points.
from pt 1
Full file data:
Max = 0.7812
at 482.9616 seconds
Min = -0.7324
at 467.4204 seconds
Mean = 2.019E-3
S.D. = 0.1401
RMS = 0.1401
40
0
0.779634-0.8284619
Tim
e at level (seconds)
LHF.Body Mount (g)
DISPLAY OF test101
500 points.
310.3 pts/g
Displayed:
500 points.
from pt 1
Full file data:
Max = 31.37
at 0.04809544 g
Min = 4.767E-6
at 0.779634 g
Mean = 1.035
S.D. = 3.019
RMS = 3.189
Other Spatial Problems
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Other Aliasing Problems
5
-5
86
Strain
(u
E)
Time (Seconds)
DISPLAY OF signals
2.5
0
4000
Am
plitu
de (S
tr (u
E)
Frequency (Hz.)
DISPLAY OF signals
4 Sine waves added together
+/- 2 uE @ 2 Hz
+/- 1 uE @ 5 Hz
+/- 0.5 uE @ 20 Hz
+/- 0.75 uE @ 395 Hz
2.5
0
400
Am
plitu
de (S
tr (u
E)
Frequency (Hz.)
DISPLAY OF signals
4 Sine waves added together
+/- 2 uE @ 2 Hz
+/- 1 uE @ 5 Hz
+/- 0.5 uE @ 20 Hz
+/- 0.75 uE @ 395 Hz
Only interested in 0 - 40 Hz
5
-5
86
Strain
(u
E)
Time (Seconds)
DISPLAY OF alias
13108 points.
409.6 pts/Secon
Displayed:
819 points.
from pt 2459
Full file data:
Max = 3.822
at 0.6079102 Seconds
Min = -4.069
at 2.287598 Seconds
Mean = 2.063E-4
S.D. = 1.705
RMS = 1.705
2.5
0
400
Am
plitu
de (S
tr (u
E)
Frequency (Hz.)
DISPLAY OF alias
Original Title : Strain
WHERE DID +/- 0.75 uE @ 15 Hz COME FROM!
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The Accelerometer Trap – Again !
You have the accelerometer data
Mathematics says that integrating acceleration twice will
give the displacement
We can thus work out the AMPLITUDES !!!
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Statistical Checks
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Classifications : Typical Signal
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Classifications : Amplitude Distribution
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Classifications : Level Crossings
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Classifications : Cycle Counting
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Classifications : Frequency Spectra
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Contact Details
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MIRA Ltd
Watling Street,
Nuneaton, Warwickshire,
CV10 0TU, UK
T: +44 (0)24 7635 5000
F: +44 (0)24 7635 8000
www.mira.co.uk
Firstname Secondname Qualifications / Affiliations
Job Title
Direct T: +44 (0)24 7635 5xxx
M: +44 (0)7xxx xxxxxx