Welcome to ROSA P |
Stacks Logo
Advanced Search
Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions.
 
 
Help
Clear All Simple Search
Advanced Search
Instrumentation, monitoring, and modeling of the I-35W bridge.
  • Published Date:
    2012-08-01
  • Language:
    English
Filetype[PDF-35.20 MB]


This document cannot be previewed automatically as it exceeds 5 MB
Please click the thumbnail image to view the document.
Instrumentation, monitoring, and modeling of the I-35W bridge.
Details:
  • Publication/ Report Number:
  • Resource Type:
  • Geographical Coverage:
  • Abstract:
    The new I-35W Bridge was instrumented incorporating "smart bridge technology" by Figg Engineering Group in

    conjunction with Flatiron-Manson. The purpose of the instrumentation was to monitor the structure during service,

    and to use this information to investigate the design and performance of the bridge. Instrumentation included static

    sensors (vibrating wire strain gages, resistive strain gages and thermistors in the foundation, bridge piers, and

    superstructure, as well as fiber optic sensors and string potentiometers in the superstructure) and dynamic sensors

    (accelerometers in the superstructure). Finite element models were constructed, taking into account measured

    material properties, to further explore the behavior of the bridge. The bridge was tested using static and dynamic

    truck load tests, which were used, along with continually collected ambient data under changing environmental

    conditions, to validate the finite element models. These models were applied to gain a better understanding of the

    structural behavior, and to evaluate the design assumptions presented in the Load Rating Manual for the structure.

    This report documents the bridge instrumentation scheme, the material testing, finite element model construction

    methodology, the methodology and results of the truck tests, validation of the models with respect to gravity loads

    and thermal effects, measured and modeled dynamic modal characteristics of the structure, and documentation of

    the investigated assumptions from the Load Rating Manual. It was found that the models accurately recreated the

    response from the instrumented bridge, and that the bridge had behaved as expected during the monitoring period.

  • Format:
  • Main Document Checksum:
  • Supporting Files:
    No Additional Files
No Related Documents.
You May Also Like:
Submit Feedback >