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Long-term monitoring of US202-NJ23 Bridge (Wayne, NJ)

IBS Workshop at CAIT 14-15 June 2011, Rutgers University, NJ, USA. Long-term monitoring of US202-NJ23 Bridge (Wayne, NJ). Branko Glisic 1 , Daniele Inaudi 2 , Dorotea Sigurdardottir 1 1 Princeton University, Princeton, NJ, USA 2 SMARTEC SA (Roctest Group), Switzerland. Outline.

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Long-term monitoring of US202-NJ23 Bridge (Wayne, NJ)

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  1. IBS Workshop at CAIT 14-15 June 2011, Rutgers University, NJ, USA Long-term monitoring of US202-NJ23 Bridge (Wayne, NJ) Branko Glisic1, Daniele Inaudi2, Dorotea Sigurdardottir1 1Princeton University, Princeton, NJ, USA 2SMARTEC SA (Roctest Group), Switzerland

  2. Outline Introduction Aims Monitoring system Installation Preliminary results Acknowledgements

  3. Introduction SHM has potential to improve bridge safety and management Although it is frequently applied to “signature” structures, SHM can truly be declared as “useful” if its utility is proven on “ordinary” (typical) structures Nevertheless, SHM is scarcely applied to typical structures due to several reasons among which are ease of use of data and the cost US202-NJ23 Bridge close to Wayne, NJ, is a good example of typical structure and excellent opportunity to test utility of SHM applied to typical structures

  4. Aims of SHM To deploy affordable SHM system To register structural behavior of bridge girders over long term and perform structural identification based on periodic dynamic measurements To identify unusual behaviors related to monitored parameters: average strain, average curvature, natural frequency, and evaluate concrete-steel interaction To evaluate suitability of employed monitoring system for achieving above aims in terms of measurement performance and longevity To estimate value of information and evaluate long-term costs and benefits of monitoring

  5. Fiber Bragg Grating (FBG) Sensors • FBG = periodic refractive index perturbation generated in the core • Strain and temperature in fiber change the back-reflected WL ~ 10 mm l1(De1 ,DT1) l2(De2,DT2) l1(De1,DT1) l2(De2,DT2) The reflected wavelength depends on the strain and temperature of the fiber: l1=Ce·De+CT·DT+l1,0 Multiple FBG can be inscri-bed over the same fiber

  6. Position of sensors • Pairs of parallel sensors were installed in girders #2 and #5 of the southbound part of the bridge • Positions of the sensors were adjusted to the site conditions

  7. Summary of instrumentation Reading unit: Dyn.: 250 Hz (1 kHz), 4 me, 1°C Static: 0.4 me, 0.1°C 12 (of 16) channels Girder #2: Gauge length at quarter span = 1m Gauge length at mid span = 2m 6 strain + 6 temperature sensors Girder #5: Gauge length at quarter span = 2m Gauge length at mid span = 2m 12 strain + 12 temperature sensors

  8. Installation Using L-brackets, by gluing

  9. Installation, continued

  10. Examples of results Average strain generated by traffic has been measured and several “events” were registered The following parameters will be calculated: average curvature position of center of gravity (concrete-steel interaction) natural frequency thermal expansion correlation in behavior of two girders These parameters will be observed in long term

  11. Examples of results

  12. Acknowledgements Drexel University, in particular Prof. Emin Aktan, Prof. Frank Moon, and graduate student Jeff Weidner for opportunity to participate in the project, organization, and help during the installation LTBP Program, NJDOT, and CAIT for opportunity to participate in the project IBS partners for comprehension in sharing the lifts during the installation Kevin for help in operating the lifts Yao Yao, graduate student of Princeton University for availability and help in installation of sensors

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