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Structural Health Monitoring of Bridges
Buildings and Industrial Plant with New
Ultra-Long-Range Vibrometer
RSV-150 – The Optical Alternative
 Optical measurement of
   displacement and velocity
 No transducers to attach
 Fast repositioning to different locations
 Point and shoot
 No targets need to be attached or surface prep
 Stand-off distance to > 100 m
   even higher with retro-reflective targets
 Works on all materials and target temperatures
 High spatial resolution / localization <10mm
 Voltage output: compatible with all data acquisition systems

                                                  3/6/2012   #2
Compared to Accelerometers


  Velocity and displacement instead of
  acceleration
  Relative measurement instead of absolute
    direct DC displacement can be measured
  Absolute directional sensing
    in direction of the laser beam, no crosstalk
  No temperature sensitivity
  Laser spot is the sensor – not fixed to structure
                                                   3/6/2012   #3
What is Laser Doppler
Vibrometry (LDV)?
  Laser Doppler Vibrometry is a non-contact, "point and shoot"
  technology that directly measures the vibration of a test object
  using the Doppler effect.
                                                     For car moving at velocity V,
  Analogy: Acoustic Doppler Effect                   the observer hears the
                                                     frequency fD = c/(λ -V/f).
                                                 λ
 Sound emitted from
                                                          c
 stationary car has
 frequency f = c/λ                                    v
                c: velocity of the sound wave    Emitted        Observed
                                                 frequency f    frequency fD
                λ: emitted wavelength
                                                For a vibrometer: Δ fD α V
                f: emitted frequency
                                                       Δ fD = 2V/λ
The Heterodyne Interferometer
          Measurement Beam
                 f0


              f0 ± f D               Bragg cell
            Reflected Beam                                 He-Ne Laser
                                                          <1mw (633nm)

   x(t)
   v(t)                             f0 + 40 MHz

            Photo-detector



                      Frequency Modulated
                             signal
                          40 MHz ± fD
                                            Δ fD = 2V/λ
Signal Demodulation
Photo-detector system
                                                  Controller Example




                        FM Doppler signal




                              Voltage ~
                              Velocity




                                AM electrical signal   FFT Spectrum

                               Voltage ~
                               Displacement
RSV-150: Features
Long Range Capabilities due to
 High power, but eye-safe & visible laser (class 2)
 Long Range lens
Easy operation due to:
 Quick setup:
  No need for access to measurement surfaces
  Point, focus, measure
 Green target laser with good visibility day & night
 Coaxial video camera shows measurement location
 even in bright sunlight
 Signal level indicator to maximize laser return signal
 Optional zoom scope for wider field of view 3/6/2012     #8
The RSV-150 System




                     3/6/2012   #9
RSV-150 Setup
 Optics
  Position using tripod
  Focus using camera, laser and bargraph
 Electronics (Controller)
  Adjust ranges and output filters
  16 ranges displacement
    < 0.1 µm to > 1 m
  8 ranges velocity
    < 1 µm/s to > 1 m/s
  bandwidth: 0Hz – 25 kHz
  Various high- and low-pass filters

                                           3/6/2012   # 10
RSV-150 Sensor Head
  Comprises
   Laser sources for targeting and
   measurement
   Inline camera
   Long range optics             long range optics     scope (option)

   Pan/tilt fine adjustment
    better than10mm @ 100m
    for targeting on fine structures
      eg stay cables
  Spray water resistant (IP63)
  Weight < 9 kg
                                                      fine adjustment
                                                     3/6/2012   # 11
RSV-150: The System

RSV-150 Sensor Head
  Properties
   Spray water resistant (IP63)
   Manual focusing lens
    laser focus = camera focus
    focal length approx 1000 mm
    (equiv. 35mm)
                                                        View though internal
   Green laser for targeting                            camera
   Mechanical adapter for
   compensation sensor
    compensates for strong ambient vibration of the
    sensor or tripod
                                                        view through zoom
                                                        scope


                                                      3/6/2012     # 12
RSV-150: The System

RSV-150 Controller
  Decoding
   decodes high frequency signals for sensor head
  Output (BNC)
   displacement and velocity (+/- 10V)
   video (PAL, Composite)
   optical signal level (RSSI)
  Power supply
   100...240VAC (50/60Hz )
   12-24 V DC
   approx. 60W
                                         RSV-E-150 Controller
  USB 1.1 for remote control
                                                3/6/2012   # 13
Applications

Applications




               3/6/2012   # 14
Applications
Condition Monitoring
  Piping vibration problems
    Safe and convenient distances
      high temperatures
      explosion hazard
      nuclear radiation
     Easy localization by manual “probing” of the pipe length
  Easy assessment of machinery vibration severity level
  according to ISO 10816-3 for trending
  with standard data loggers
     Suitable for mining environments
      Insensitivity to target surface
    Hot targets
    Magnetic fields (transformers)
    High voltage

                                                          3/6/2012   # 15
Applications

Structural Dynamics
  Eigenfrequency Assessment
    bridges, stay cables
    suitable for high voltage
    insulators, power poles and
    cables
  Displacement/Deflection
    bridges under defined testing loads
  Validation of Finite Element Models
    Dynamic behavior assessment for update of FE
    models

                                            3/6/2012   # 16
Troubleshooting
 Perfect solution when:
  Fast response is necessary
  Contact transducers cannot be mounted
  Access is limited, dangerous or
  impossible
  Location of problem is unknown
   Manual “scanning” can be performed


                                    3/6/2012   # 17
Applications

Applications Tested
  Structural Dynamics
   TV Tower (Eigenfrequency)
   Drilling Rig (Troubleshooting)
   Steel Railroad Bridge (Displacement)
   Cable Stay Bridges (Tension of stay cables)
   Bridge bearing integrity (Differential displacement)
  Condition Monitoring
   Conveyor belt (bearing condition)
   High voltage power cables and supports
   (Eigenfrequency)
                                             3/6/2012   # 18
Applications: Structural Dynamics

TV Tower
  Distance 300m
    Long time average




                                    3/6/2012   # 19
Coal Mine: Conveyor Belt
 Distance 8m
  meas. point encrusted
  and rusty
  Target: bearing
  monitoring
   red: damaged
   green: good reference




                           3/6/2012   # 20
Applications: Condition Monitoring

Power Lines
  Distance up to 100m
    Frequency measurement
    for condition monitoring
    Eigenfrequency
    measurement for
    resonance tuning
    Excitation: Ambient (wind,
    current)




                                     3/6/2012   # 21
Applications: Structural Dynamics

Müngsten Bridge
  Height 108m
  Steel framework -train bridge
  Distance > 140m
    Excitation: train



                                    displacement of the
                                    bridge during slow
                                    train pass-by




                                     3/6/2012    # 22
Application: Structural Dynamics

Concrete Bridge
    Highway bridge
    Target
     Eigenfrequency
     Displacements

                         2         1
4           3




                                       3/6/2012   # 23
Application: Structural Dynamics

Concrete bridge                      1

  Eigenfrequency
    5 averages
    0.031Hz frequency
    resolution




                                   3/6/2012   # 24
Application: Structural Dynamics

Concrete Bridge                            1

  Displacement
    time history during   green target
                          laser spot
    traffic excitation




                                         3/6/2012   # 25
Application: Structural Dynamics

Concrete Bridge
  Displacement
        time history during
        traffic excitation
        measured on pier

                            3


                                                                              3
Photo
                                              pier displacement (in µm)

               View through internal camera
                                                                   3/6/2012       # 26
Application: Structural Health Monitoring (SHM)

NPL Foot Bridge



Built in the mid 1960s,
Test bed for many different
structural monitoring techniques


                                     15 tonnes, 5 meters high, 20
                                     meters long concrete bridge
                                   Courtesy: Elena Barton, NPL, GB

                                                  3/6/2012    # 27
Application: Structural Health Monitoring (SHM)

Foot Bridge: Modelling and Monitoring
  Modeling: 3D Laser Scan
  Monitoring sensors
    Acoustic Emission
    Digital Image Correlation
    Digital Leveling
    Electro level Beam Sensors
    Fiber Bragg Gratings
    Resistance Strain Gages
    Time-Domain Reflectometry
    Distributed Crack Sensor                    Finite element analysis model
    Vibrating Wire Strain Gages                     of the bridge to further
                                                 understand and predict the
    Video Gauge Technique
                                                        structural health
    Wireless Accelerometer and Magnetic
    InductionSensors
                                          Courtesy: Elena Barton, NPL, GB
  Laser Doppler Vibrometer
                                                         3/6/2012    # 28
Application: Structural Health Monitoring

Foot Bridge: Results
                                                    Velocity Output




                                                    Direct
                                                    Displacement
                                                    Output




                     Max Peak to Peak Displacement 0.534mm

                                                     3/6/2012    # 29
LDV Measurement Advantages




•    Observed LDV and Accelerometer
     Data Compares Very Well
•    Very easy to extract:
     •   FRF - Frequency Response
         Function
     •   Time History
     •   It is easy to then relate this
         information to any modelling

                                          # 30
Arts Tower Sheffield University

Special Thanks to Prof. Brownjohn, Sheffield University

                         At 255 feet (78 m) tall it is the second
                         tallest building in Sheffield, England




                         Has an active condition monitoring
                         system in operation

                                                               # 31
Vibrometer Measurement Result Arts Tower




                             Time Response Velocity Output



                                         0.53Hz


                                          FFT




                            Displacement (Velocity Integrated)
                                                          # 32
Vibrometer Measurement Result Arts Tower

 Above: Results from
 Arts Tower monitoring
 system:

 e then n directions




 Polytec Vibrometer
Results are Consistent
 with Accelerometer-
  based Condition
 Monitoring System




                                               33
Humber Bridge

                The Humber Bridge is a suspension
                bridge with the north tower sited on the
                high water line and the south tower
                founded in shallow water 500m from
                the shore.




                                                    # 34
Measurement Targets



                      Primary weight-bearing cables
                      Smaller suspension cables




               Deck


                                              # 35
Measurement 1- Main Cable Velocity at Clamp

  Thanks to Prof. Brownjohn, Sheffield University




Quick Setup                          0.29Hz
Good Signal Levels                   2.46Hz
Results are plausible
No one has measured before
                                     3.87Hz
Target difficult to reach
Main cables need more study

                                                # 36
Measurement 2 - Cable Duct
                             Some good clean data with
                             Realistic results up to 4 to 5Hz

                             For Humber Bridge, there would
                             be no other way to measure
                             response of main cables, and the
                             response looks realistic.




                                       4.34Hz



                                                          # 37
Measurement 3 – Hanger 6




                     For the hangers, the harmonics validate
                     the measurements showing the capability
                     for mass measurement on
                     stay cables/hangers of bridges .


                                                        # 38
Conclusion
 Long stand-off distance
  Safe, fast and convenient operation
 Quick setup
  No sensor mounting = time saving
 Easy Troubleshooting
  Monitor many locations from one sensor position
  Time-saving localization of vibration sources
 Flexibility
  Works on all surfaces
  Works with all data collectors         3/6/2012   # 39
RSV-150: Summary Structural Dynamics

Conclusion
  High stand-off distance
   assess many measurement points from one
   location
  Quick setup
   no sensor mounting = time saving
  High resolution
   delivers reliable data for model validation




                                             3/6/2012   # 40
Engineering Services and Rental Program

   Advanced non-contact vibration measurements available for every budget

 Measurements using Polytec’s latest, non-contact measurement technology
 Application engineers to operate the measurement system to its fullest potential
 Rental of any of Polytec‘s products
 Convenience of testing at the customer’s facility or in a Polytec lab
 Complete measurement data for further processing
 Short-notice, critical measurements
 Occasional measurements
 Extended evaluation prior to purchase
 Budget Flexibility

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Structural Health Monitoring of Bridges Buildings and Industrial Plant with New Ultra-Long-Range Vibrometer

  • 1. Structural Health Monitoring of Bridges Buildings and Industrial Plant with New Ultra-Long-Range Vibrometer
  • 2. RSV-150 – The Optical Alternative Optical measurement of displacement and velocity No transducers to attach Fast repositioning to different locations Point and shoot No targets need to be attached or surface prep Stand-off distance to > 100 m even higher with retro-reflective targets Works on all materials and target temperatures High spatial resolution / localization <10mm Voltage output: compatible with all data acquisition systems 3/6/2012 #2
  • 3. Compared to Accelerometers Velocity and displacement instead of acceleration Relative measurement instead of absolute direct DC displacement can be measured Absolute directional sensing in direction of the laser beam, no crosstalk No temperature sensitivity Laser spot is the sensor – not fixed to structure 3/6/2012 #3
  • 4. What is Laser Doppler Vibrometry (LDV)? Laser Doppler Vibrometry is a non-contact, "point and shoot" technology that directly measures the vibration of a test object using the Doppler effect. For car moving at velocity V, Analogy: Acoustic Doppler Effect the observer hears the frequency fD = c/(λ -V/f). λ Sound emitted from c stationary car has frequency f = c/λ v c: velocity of the sound wave Emitted Observed frequency f frequency fD λ: emitted wavelength For a vibrometer: Δ fD α V f: emitted frequency Δ fD = 2V/λ
  • 5. The Heterodyne Interferometer Measurement Beam f0 f0 ± f D Bragg cell Reflected Beam He-Ne Laser <1mw (633nm) x(t) v(t) f0 + 40 MHz Photo-detector Frequency Modulated signal 40 MHz ± fD Δ fD = 2V/λ
  • 6. Signal Demodulation Photo-detector system Controller Example FM Doppler signal Voltage ~ Velocity AM electrical signal FFT Spectrum Voltage ~ Displacement
  • 7. RSV-150: Features Long Range Capabilities due to High power, but eye-safe & visible laser (class 2) Long Range lens Easy operation due to: Quick setup: No need for access to measurement surfaces Point, focus, measure Green target laser with good visibility day & night Coaxial video camera shows measurement location even in bright sunlight Signal level indicator to maximize laser return signal Optional zoom scope for wider field of view 3/6/2012 #8
  • 8. The RSV-150 System 3/6/2012 #9
  • 9. RSV-150 Setup Optics Position using tripod Focus using camera, laser and bargraph Electronics (Controller) Adjust ranges and output filters 16 ranges displacement < 0.1 µm to > 1 m 8 ranges velocity < 1 µm/s to > 1 m/s bandwidth: 0Hz – 25 kHz Various high- and low-pass filters 3/6/2012 # 10
  • 10. RSV-150 Sensor Head Comprises Laser sources for targeting and measurement Inline camera Long range optics long range optics scope (option) Pan/tilt fine adjustment better than10mm @ 100m for targeting on fine structures eg stay cables Spray water resistant (IP63) Weight < 9 kg fine adjustment 3/6/2012 # 11
  • 11. RSV-150: The System RSV-150 Sensor Head Properties Spray water resistant (IP63) Manual focusing lens laser focus = camera focus focal length approx 1000 mm (equiv. 35mm) View though internal Green laser for targeting camera Mechanical adapter for compensation sensor compensates for strong ambient vibration of the sensor or tripod view through zoom scope 3/6/2012 # 12
  • 12. RSV-150: The System RSV-150 Controller Decoding decodes high frequency signals for sensor head Output (BNC) displacement and velocity (+/- 10V) video (PAL, Composite) optical signal level (RSSI) Power supply 100...240VAC (50/60Hz ) 12-24 V DC approx. 60W RSV-E-150 Controller USB 1.1 for remote control 3/6/2012 # 13
  • 13. Applications Applications 3/6/2012 # 14
  • 14. Applications Condition Monitoring Piping vibration problems Safe and convenient distances high temperatures explosion hazard nuclear radiation Easy localization by manual “probing” of the pipe length Easy assessment of machinery vibration severity level according to ISO 10816-3 for trending with standard data loggers Suitable for mining environments Insensitivity to target surface Hot targets Magnetic fields (transformers) High voltage 3/6/2012 # 15
  • 15. Applications Structural Dynamics Eigenfrequency Assessment bridges, stay cables suitable for high voltage insulators, power poles and cables Displacement/Deflection bridges under defined testing loads Validation of Finite Element Models Dynamic behavior assessment for update of FE models 3/6/2012 # 16
  • 16. Troubleshooting Perfect solution when: Fast response is necessary Contact transducers cannot be mounted Access is limited, dangerous or impossible Location of problem is unknown Manual “scanning” can be performed 3/6/2012 # 17
  • 17. Applications Applications Tested Structural Dynamics TV Tower (Eigenfrequency) Drilling Rig (Troubleshooting) Steel Railroad Bridge (Displacement) Cable Stay Bridges (Tension of stay cables) Bridge bearing integrity (Differential displacement) Condition Monitoring Conveyor belt (bearing condition) High voltage power cables and supports (Eigenfrequency) 3/6/2012 # 18
  • 18. Applications: Structural Dynamics TV Tower Distance 300m Long time average 3/6/2012 # 19
  • 19. Coal Mine: Conveyor Belt Distance 8m meas. point encrusted and rusty Target: bearing monitoring red: damaged green: good reference 3/6/2012 # 20
  • 20. Applications: Condition Monitoring Power Lines Distance up to 100m Frequency measurement for condition monitoring Eigenfrequency measurement for resonance tuning Excitation: Ambient (wind, current) 3/6/2012 # 21
  • 21. Applications: Structural Dynamics Müngsten Bridge Height 108m Steel framework -train bridge Distance > 140m Excitation: train displacement of the bridge during slow train pass-by 3/6/2012 # 22
  • 22. Application: Structural Dynamics Concrete Bridge Highway bridge Target Eigenfrequency Displacements 2 1 4 3 3/6/2012 # 23
  • 23. Application: Structural Dynamics Concrete bridge 1 Eigenfrequency 5 averages 0.031Hz frequency resolution 3/6/2012 # 24
  • 24. Application: Structural Dynamics Concrete Bridge 1 Displacement time history during green target laser spot traffic excitation 3/6/2012 # 25
  • 25. Application: Structural Dynamics Concrete Bridge Displacement time history during traffic excitation measured on pier 3 3 Photo pier displacement (in µm) View through internal camera 3/6/2012 # 26
  • 26. Application: Structural Health Monitoring (SHM) NPL Foot Bridge Built in the mid 1960s, Test bed for many different structural monitoring techniques 15 tonnes, 5 meters high, 20 meters long concrete bridge Courtesy: Elena Barton, NPL, GB 3/6/2012 # 27
  • 27. Application: Structural Health Monitoring (SHM) Foot Bridge: Modelling and Monitoring Modeling: 3D Laser Scan Monitoring sensors Acoustic Emission Digital Image Correlation Digital Leveling Electro level Beam Sensors Fiber Bragg Gratings Resistance Strain Gages Time-Domain Reflectometry Distributed Crack Sensor Finite element analysis model Vibrating Wire Strain Gages of the bridge to further understand and predict the Video Gauge Technique structural health Wireless Accelerometer and Magnetic InductionSensors Courtesy: Elena Barton, NPL, GB Laser Doppler Vibrometer 3/6/2012 # 28
  • 28. Application: Structural Health Monitoring Foot Bridge: Results Velocity Output Direct Displacement Output Max Peak to Peak Displacement 0.534mm 3/6/2012 # 29
  • 29. LDV Measurement Advantages • Observed LDV and Accelerometer Data Compares Very Well • Very easy to extract: • FRF - Frequency Response Function • Time History • It is easy to then relate this information to any modelling # 30
  • 30. Arts Tower Sheffield University Special Thanks to Prof. Brownjohn, Sheffield University At 255 feet (78 m) tall it is the second tallest building in Sheffield, England Has an active condition monitoring system in operation # 31
  • 31. Vibrometer Measurement Result Arts Tower Time Response Velocity Output 0.53Hz FFT Displacement (Velocity Integrated) # 32
  • 32. Vibrometer Measurement Result Arts Tower Above: Results from Arts Tower monitoring system: e then n directions Polytec Vibrometer Results are Consistent with Accelerometer- based Condition Monitoring System 33
  • 33. Humber Bridge The Humber Bridge is a suspension bridge with the north tower sited on the high water line and the south tower founded in shallow water 500m from the shore. # 34
  • 34. Measurement Targets Primary weight-bearing cables Smaller suspension cables Deck # 35
  • 35. Measurement 1- Main Cable Velocity at Clamp Thanks to Prof. Brownjohn, Sheffield University Quick Setup 0.29Hz Good Signal Levels 2.46Hz Results are plausible No one has measured before 3.87Hz Target difficult to reach Main cables need more study # 36
  • 36. Measurement 2 - Cable Duct Some good clean data with Realistic results up to 4 to 5Hz For Humber Bridge, there would be no other way to measure response of main cables, and the response looks realistic. 4.34Hz # 37
  • 37. Measurement 3 – Hanger 6 For the hangers, the harmonics validate the measurements showing the capability for mass measurement on stay cables/hangers of bridges . # 38
  • 38. Conclusion Long stand-off distance Safe, fast and convenient operation Quick setup No sensor mounting = time saving Easy Troubleshooting Monitor many locations from one sensor position Time-saving localization of vibration sources Flexibility Works on all surfaces Works with all data collectors 3/6/2012 # 39
  • 39. RSV-150: Summary Structural Dynamics Conclusion High stand-off distance assess many measurement points from one location Quick setup no sensor mounting = time saving High resolution delivers reliable data for model validation 3/6/2012 # 40
  • 40. Engineering Services and Rental Program Advanced non-contact vibration measurements available for every budget Measurements using Polytec’s latest, non-contact measurement technology Application engineers to operate the measurement system to its fullest potential Rental of any of Polytec‘s products Convenience of testing at the customer’s facility or in a Polytec lab Complete measurement data for further processing Short-notice, critical measurements Occasional measurements Extended evaluation prior to purchase Budget Flexibility