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Laboratory validation Laboratory validation of intelligent structure technologiesof intelligent structure technologies
D. ZontaUniversity of Trento
MEMSCON WorkshopMEMSCON WorkshopStructural Monitoring and StatusStructural Monitoring and Status--DependentDependent
Maintenance and Repair of Constructed FacilitiesMaintenance and Repair of Constructed FacilitiesBucharest, 7 October 2010Bucharest, 7 October 2010
D. Zonta - Laboratory validation of intelligent structure technologies
MEMSCON EU project
MISSIONDevelopment of a reliable and cost-efficient monitoring system to be integrated in new Reinforced Concrete (RC) buildings for their protection against seismic events and settlement.
OBJECTIVES(i) development of a wireless sensing network, including creation of new dedicated instruments for strain and acceleration measurement.
(ii) development of a Decision Support System (DSS) for remote data processing, structure condition assessment and for maintenance planning.
VALIDATIONThe products are to be validated both in the laboratory and in on-site applications.
D. Zonta - Laboratory validation of intelligent structure technologies
WSN schemeThe system includes a wireless network within the building and a base station linking the building to a remote centre for data interpretation.Strain measurements are collected at the lowest level of the building, to estimate the vertical column loads and any variation due to settlement;Horizontal acceleration is measured by dedicated nodes at each level during an earthquake, allowing analysis of the seismic response of the whole structure.
D. Zonta - Laboratory validation of intelligent structure technologies
to be donedone
Timeline
24 300 366 12 18 27 333 9 15 21
oct dec feb apr jun ago oct dec feb apr jun ago oct dec feb apr jun ago
2009 2010 20112008
now
monthpr
oduc
ed
valid
ated
prod
uced
valid
ated
inst
alle
d
Phase I prototypes: assembled from components available on the market, with the necessary design, packaging and programming. They do not fulfil the target requirements, but they let us investigate the relevant features.Phase II prototypes: definitive tools.
Phase I prototypes
Phase II prototypes
D. Zonta - Laboratory validation of intelligent structure technologies
Phase I accelerometer
Tri-axial accelerometers
Sampling rate: 100Hz
Resolution: 18mg (=0.18m/s2)
Range: from -2g to +2g(from -20m/s2 to +20m/s2)
Sampling period: up to 30 seconds
packaged in 11x8x4cm plastic boxes;
19cm high antenna
weight of a sensor is 150g
x
y
z
D. Zonta - Laboratory validation of intelligent structure technologies
Calibration testsThe shaking table has been driven using harmonic excitations at different frequencies:
1Hz, 2Hz, 4Hz, 8Hz and 16Hz
The tests were repeated at different amplitudes:
about ±1m/s2 (±0.1g) and about ±4m/s2 (±0.4g)
D. Zonta - Laboratory validation of intelligent structure technologies
Calibration testFrequency: 4 Hz Amplitude: ± 1.1 m/s2 Axis: Y
5 10 15 20
-1
0
1
Acc
[m/s
2 ]
WL1 - Scale Factor 1.005
5 10 15 20
-1
0
1
Acc
[m/s
2 ]
WL2 - Scale Factor 0.97561
5 10 15 20
-1
0
1
Time [s]
Acc
[m/s
2 ]
WL3 - Scale Factor 0.99206
WL3B12-2
WL2B31
WL1B12-1
D. Zonta - Laboratory validation of intelligent structure technologies
0 2 4 6 8 10 12 14 16 18 20-5
0
5
Erro
r [%
]
FREQUENCY ERRORS - X DIRECTION - LOW AMPLITUDE WL1 Freq ErrorsWL2 Freq ErrorsWL3 Freq Errors
0 2 4 6 8 10 12 14 16 18 20-5
0
5
Erro
r [%
]
FREQUENCY ERRORS - Y DIRECTION - LOW AMPLITUDE WL1 Freq ErrorsWL2 Freq ErrorsWL3 Freq Errors
0 2 4 6 8 10 12 14 16 18 20-5
0
5
Freq Shaker [Hz]
Erro
r [%
]
FREQUENCY ERRORS - Z DIRECTION - LOW AMPLITUDE WL1 Freq ErrorsWL2 Freq ErrorsWL3 Freq Errors
Calibration outcomesaxis: X
axis: Y
axis: Z
D. Zonta - Laboratory validation of intelligent structure technologies
Earthquake simulationsAdditional tests have been carried out to simulate the effect of a seismic motion.
2-storey reduced-scale steel frame mounted on the table,
3 different vibration time histories
Mass per storey:about 8Kg
Natural Frequency:First mode: 2.1HzSecond mode: 5.2Hz
Damping:About 1‰
referencesensors
WL sensors
D. Zonta - Laboratory validation of intelligent structure technologies
0 5 10 15 20 25 30 35-10
0
10
Acc
[m/s
2 ]
Ground - Delay 0 sec - Scale Factor 1.005WL1PCB-B31
0 5 10 15 20 25 30 35-10
0
10
Acc
[m/s
2 ]
First Floor - Delay 0.29 sec - Scale Factor 0.97561WL2B12-1
0 5 10 15 20 25 30 35-10
0
10
time [s]
Acc
[m/s
2 ]
Second Floor - Delay -0.08 sec - Scale Factor 0.99206WL3B12-2
EQ time history
D. Zonta - Laboratory validation of intelligent structure technologies
Accelerometers: achievements
- after calibration, the prototypes respond consistently with references sensors
- precision is in the order of the resolution (0.2m/s2)
- the initialization procedure is very easy and the operation reliable
- the wake-up procedure, which permits the devices to transmit only if a large vibration has been recorded (>0.5m/s2), is efficient.
D. Zonta - Laboratory validation of intelligent structure technologies
Phase I strain gaugeMono-axial strain gauge
Sampling rate: 3Hz
Resolution: 20
Range: from -40m to +40m
2.7
5.9
3.0 10.9
[mm]
metal foils strain gauge
HBM model LY41-3/700
Carrier in polyimide,
45m thickness
Nominal resistence: 700.
Nominal maximum elongation: 5%.
D. Zonta - Laboratory validation of intelligent structure technologies
Phase II strain sensor
Battery life >= 2 yearspower consumption < 5mA
Measurement range +/-30’000 µεAccuracy 10 µεBias with temperature 0.1 µε/°C
D. Zonta - Laboratory validation of intelligent structure technologies
Phase II strain sensor: packaging
Rebar
Rebar Clip
PDMS (or PU)
Readout Asic
Strain sensor
Ribbon wire
Form
To external radio
Rebar
Rebar Clip
PDMS (or PU)
Readout Asic
Strain sensor
Ribbon wire
Form
To external radio
D. Zonta - Laboratory validation of intelligent structure technologies
3.1.3a: bare bars
500
WLwired
WLwired
1002 bars have been produced
tensile test
AIM:
to check the accuracy of the system avoiding all the uncertainties of concrete behaviour
D. Zonta - Laboratory validation of intelligent structure technologies
Tensile tests on bare rebars
0 1000 2000 3000 40000
50
100
150
200
Strain []
Load
[kN
]
WL10WL12SG1SG2
0 500 1000 1500 2000 25000
1000
2000
3000
4000
Time [sec]
Stra
in [ ]
WL10WL12SG1SG2
D. Zonta - Laboratory validation of intelligent structure technologies
3.1.3b: Bars in concrete
500WL
860
130
WL
wired
WL
wired
rebar
concrete
instrumentedsection
tensile test
3 bars have been produced
AIM:
to investigate the performance of the gauges inside concrete, before and after cracking
wiredcrack
D. Zonta - Laboratory validation of intelligent structure technologies
Tensile test
WL SGs
wired SGs
Force
D. Zonta - Laboratory validation of intelligent structure technologies
3.1.2: compressive test specimen
330
130
rebar
concrete
WLwired
stirrup
3 bars have been produced
AIM:
analyze the behavior of the gauges embedded into concrete in compression
compressive test
D. Zonta - Laboratory validation of intelligent structure technologies
3.1.2: compressive test specimen
D. Zonta - Laboratory validation of intelligent structure technologies
Compressive test outcomes
WL 1
wired 1
WL 2
wired 2
D. Zonta - Laboratory validation of intelligent structure technologies
Tests on full scale columns
1.65 m
2.35 m
Column section
Beam section
30 cm
30 cm
70 cm
30 cm3.50 m
D. Zonta - Laboratory validation of intelligent structure technologies
Target prototype building
T [sec]
Sa [m/s2]
0,4
7,7
1,3
Building description:
column grid: 6x6 m,
3 floors,
q = 5,85 (frame building in high ductility class)
Seismic action:
ag = 0,25 g
T1 = 0,39 sec
M N V
h
h/2
NV
Cantilever specimen
plastic hinge
N = 786 kN
V = 105 kN
M = 150 kNmM N V
D. Zonta - Laboratory validation of intelligent structure technologies
Tests on full scale columns
strain gauge position
instrumented cross section
D. Zonta - Laboratory validation of intelligent structure technologies
Detail of the instrumented node
D. Zonta - Laboratory validation of intelligent structure technologies
Laboratory set up
2 orthogonalactuators
anchorages
D. Zonta - Laboratory validation of intelligent structure technologies
Test outcomesTest on Column 3,
vertical load: 800KN,horizontal displacement: up to ±80mm
D. Zonta - Laboratory validation of intelligent structure technologies
Test outcomes
0 500 1000 1500 2000 2500 3000 3500 4000-4-2024
stra
in [m
]
0 500 1000 1500 2000 2500 3000 3500 4000-4-2024
stra
in [m
]
0 500 1000 1500 2000 2500 3000 3500 4000-4-2024
stra
in [m
]
0 500 1000 1500 2000 2500 3000 3500 4000-4-2024
stra
in [m
]
time [sec]
s1
s2
s3
s4
D. Zonta - Laboratory validation of intelligent structure technologies
Strain sensors: achievements
- the strain recorded by the prototypes is consistent with that of the wired ones with a precision (30), which is in the order of the resolution of the sensors (20);
- the initialization procedure is very easy and the operation is reliable (no communication problem observed);
- observed deboning at 3000 of commercial strain gauges that will be overcome by developing Phase II sensors
D. Zonta - Laboratory validation of intelligent structure technologies
Conclusions
- MEMSCON project aims to develop a new generation of wireless sensors dedicated to civil engineering applications
- to date we tested a first batch of sensors assembled from components available on the market
- validation tests highlighted limitations of commercial sensors: power consumption and accuracy for accelerometers, packaging system for strain gauges
- these limitations will be overcome by Phase II sensors