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5th European-American Workshop on Reliability of NDE – Lecture 28
1 License: http://creativecommons.org/licenses/by/3.0/
Characterizing the Performance of Lamb Wave Based SHM Systems – A Two-Step Approach Based on Simulation-Supported
POD and Reliability Aspects
Frank SCHUBERT *, Bernd FRANKENSTEIN *, Mike RÖLLIG *, Lars SCHUBERT *, Georg LAUTENSCHLÄGER *
* Fraunhofer Institute for Nondestructive Testing, Dresden Branch, IZFP-D, Dresden, Germany
Abstract
The performance of conventional NDE systems with one or a few sensors can be adequately described by classical POD concepts. In the case of Lamb wave based structural health monitoring (SHM) the situation is more complex. In SHM a larger number of permanently installed sensors arranged in a network configuration are often used. For this problem the conventional POD concept needs to be adapted since POD becomes a function of position or more general, a function of the specific network configuration. Moreover, the long-term behavior of sensors and electronics plays an important role since their degradation directly affects the POD of the SHM system over time. In the present paper a two-step approach to characterize the performance of Lamb wave based SHM systems based on POD and reliability aspects is presented. In a first step we introduce a new POD concept for Lamb wave based sensor networks where the effective network aperture is used as a virtual scanning device. Therefore the conventional POD methods already known from classical UT can be directly transferred to SHM. The only exception is the location-dependent POD determined by the specific network configuration. For this purpose a simulation platform is presented that allows the calculation of location-dependent POD values and additionally offers the possibility to optimize the network configuration if the statistical distribution of flaws is empirically known. In a second step we address the age-dependent performance of sensors and electronics by presenting results of an extensive experimental and simulation-supported reliability study on CFRP integrated sensor systems. Environmental tests have been done to investigate the reliability of ultrasonic transducers and electronic components in the longterm. The tested sensor package concept has been specifically designed with respect to functionality (high efficiency of Lamb wave coupling) and reliability of hardware components. We discuss how these aspects can be incorporated in the classical POD framework. As a final result for the description of SHM system reliability we propose a time-dependent or age-related POD, i.e. a POD time curve, rather than a single POD value.
DRESDEN
Characterizing the performance of Lamb wave based SHM systems – A two-step approach based on simulation-supported POD and reliability aspects
F. Schubert, M. Röllig, L. Schubert, B. Frankenstein
Fraunhofer Institute for Nondestructive TestingDresden Branch (IZFP-D)Dresden, Germany
Motivation
An emerging trend in modern structure design is the combination of structures and sensors for monitoring purposes (SHM)
One possible SHM approach is based on guided ultrasonic waves (Lamb waves)
Sensor nodes typically consist of small piezoelectric transducers and sensor-near electronics for signal processing, power supply and – if possible –wireless communication
In the past the sensor nodes were directly attached to the surface of the structure (e.g. by gluing) and electrically connected with cables. This might be sufficient for laboratory measurements but will not be accepted in real aircraft components
2
Motivation
Current development targets:
To increase the TRL of SHM systems by improved integration concepts
To develop an embedded system to be used in the CFRP fuselage of the Airbus A350
To ensure
a high efficiency of ultrasonic wave excitation and detection
an autoclave process integration
a long lasting field operation (improved reliability)
Laboratory system
Reliable structure integrated field system
Layer stacking
CFRP
GFRP
Sensor / Electronic
Air Evacuation
Vacuum bag
Air
Lamination
Challenge 1: Lamination process integration
0 200 400 600 800 1.0000
100
200
300
400
500
Am
plitu
de [
Oh
m]
Frequency(KHz)
Initial state GFRP-Integration CFRP-Integration
3
Take offground Cruise flight Landing
# Factor Value Range
3 Temperaturecycles
-55/ +85°C
4 Max. strain(uniaxial)
0,3%
0,2% - cyclic
5 Vibration 0,2g²/Hz
6 Moisture til 90% r.H.
7 Mechan. shock 6-10g at 90Hz
Challenge 2: Loading Conditions During Flight Material Degradation over Time (Structure and SHM system!)
Different flight stages Environmental loadings during flight
The reliability of conventional NDE systems with one or a few moving sensors can be adequately described by classical POD concepts (e.g. Berens, POD as a function of flaw size).
In the case of Lamb wave based structural health monitoring (SHM) the situation is more complex.
In SHM a larger number of permanently installed sensors arranged in a network configuration are often used. For this problem the conventional POD concept needs to be extended since POD becomes a function of position or more general, a function of the specific network configuration.
Moreover, the long-term behavior of structure, sensors and electronics plays an important role since their degradation directly affects the POD of the SHM system over time
Challenge 3: How to Develop an Appropriate POD Approach for embedded SHM Systems ?
4
Referencestate
Actualstate
SHM-POD as a Function of Position:Total Focusing or Synthetic Aperture Concept
Actuator1
Actuator2
Actuator3
Actuator4
. . .
SHM-POD as a Function of Position:Total Focusing or Synthetic Aperture Concept
5
Symmetric in a linear system!
Pulse-echodata
Pitch-catchdata
SHM-POD as a Function of Position:Total Focusing or Synthetic Aperture Concept
Total focusing ray paths (beamforming)Transducers
Potential defects(hole, delamination,corrosion, cracks etc.)
SHM-POD as a Function of Position:Total Focusing or Synthetic Aperture Concept
SHM sensor network in total focusing mode can be considered as a specialcase of an ultrasonic scanning device!
However, the POD becomes a function of position (of the focal point relative to the sensor network)
6
SHM-POD as a Function of Position:Total Focusing or Synthetic Aperture Concept
POD Landscapes: Local height represents the maximum amplitude that can beobtained by the total focusing method.
(Needs to be corrected by the flaw orientation for non-axisymmetric defects).
Mechanical Tests
Temperature Cycle Tests
Humidity Exposure Tests
85
-55
25
Tem
pe
ratu
re[°
C]
Time [min]0 6030
SHM-POD as a Function of Life Time:Quantification by Fatigue & Environmental Tests
7
0 125 250 500 1000 1690 2000 30000
1
2
3
4
5
6
7
Ca
pa
city
[n
F]
Cycles0 200 400 600 800 1000
-90
-88
-86
-84
-82
-80
-78
-76
-74
-72
-70
Pha
se [
°]
Frequency [kHz]
Initial state C4P8 1000 temperature cycles 2000 temperature cycles 3000 temperature cycles
0 200 400 600 800 1000-90
-88
-86
-84
-82
-80
-78
-76
-74
-72
-70
Pha
se [
°]
Frequency [kHz]
Initial state C3P7 1000h humidity exposure 2000h humidity exposure 3000h humidity exposure 4000h humidity exposure
0 168 504 1000150020002500300040000
1
2
3
4
5
6
7
8
C
apac
ity [
nF]
Cycles [h]
SHM-POD as a Function of Life Time:Quantification by Fatigue & Environmental Tests
Temperature cycle testof piezo sensor(-55°C to 85°C)
Damp/Heat testof piezo sensor(85°C at 85% rel. H.)
SHM-POD as a Function of Life Time:Quantification by Fatigue & Environmental Tests
Temperature cycle testof electronics (DC1 & 2) (-55°C to 85°C)
Damp/Heat testof electronics (DC1 & 2)(85°C at 85% rel. H.)
012
525
050
010
0016
9020
0030
0040
00
0,0
0,1
0,2
0,3
0,4
0,5
0,6
0,7
0,8
0,9
1,0
Re
sist
an
ce D
C1
[Oh
m]
Cycles
012
525
050
010
0016
9020
0030
0040
00
0,0
0,1
0,2
0,3
0,4
0,5
0,6
0,7
0,8
0,9
1,0
Re
sist
an
ce D
C2
[Oh
m]
Cycles
016
850
410
0015
0020
0025
0030
0040
0050
00
0,0
0,1
0,2
0,3
0,4
0,5
0,6
0,7
0,8
0,9
1,0
Res
ista
nce
DC
1 [
Oh
m]
Cycles [h]
016
850
410
0015
0020
0025
0030
0040
0050
00
0,0
0,1
0,2
0,3
0,4
0,5
0,6
0,7
0,8
0,9
1,0
Res
ista
nce
DC
2 [
Oh
m]
Cycles [h]
8
100 1.000 10.000 100.000 1.000.000 1E70,05
0,1
0,2
0,3
0,4
0,5
DC1 DC2S
trai
n [%
]
Cycles [-]
SHM-POD as a Function of Life Time:Quantification by Fatigue & Environmental Tests
to failure in dynamic tensile test
Fatigue Life Evaluation byS-N (Wöhler) curves
Microscopic failure analysis
Test Requirement Test conditions Load in hours
RTCA DO‐160Fsuccessfully
compl.
High‐temp.test 110°C,24h / 180°C,3,5h 180 ± 5°C 24
Low‐temp.test ‐55°C, 24h ‐70 ± 1°C 24
Damp/Heat 55°C,95%r.H., approx. 120h 85°C / 85%r.H. 4000
TCT ‐55 ‐ 85°C 10K/min. 2Cyc ‐55/85°C (1Cyc.=1h) 3000
Cycles
successfullycompl.
stat. Pulltest Ɛ=1% Ok
dyn. Pulltest Ɛ=0,15‐0,3% * Ɛ=0,08% 5.000.000Ɛ=0,12% 198.000
Ɛ=0,15% 212.000
Ɛ=0,2% 44.000
Ɛ=0,3% 2.000
SHM-POD as a Function of Life Time:Quantification by Fatigue & Environmental Tests
Equip SHM system withadditional temperature,humidity & strain sensors
Determine fatigue lifeand loss of performanceof SHM system
Correct POD frominitial state value
9
Summary The initial POD of an embedded SHM system can be determined
after the lamination process
A Lamb wave sensor network in TFM mode can be considered as a special case of a mechanical ultrasound scanner. Thus, the conventional Berens approach is applicable in general.
Since POD becomes a function of position the Berens approach needs to be corrected by the concept of POD landscapes
Since POD also becomes a function of time the results of fatigue, environmental and functionality tests together with online sensor data of temperature, humidity and strain can be used to determine the current POD of the SHM system (< initial POD)
Break-Out-Session on Reliability of SHM
10