KEYWORDS: Bridges, Sensors, Data modeling, Data processing, Composites, General packet radio service, Corrosion, Statistical analysis, Data storage, Structural health monitoring
Advances in wireless sensor technology have enabled low cost and extremely scalable sensing platforms prompting high density sensor installations. High density long-term monitoring generates a wealth of sensor data demanding an efficient means of data storage and data processing for information extraction that is pertinent to the decision making of bridge owners. This paper reports on decision making inferences drawn from automated data processing of long-term highway bridge data. The Telegraph Road Bridge (TRB) demonstration testbed for sensor technology innovation and data processing tool development has been instrumented with a long-term wireless structural monitoring system that has been in operation since September 2011. The monitoring system has been designed to specifically address stated concerns by the Michigan Department of Transportation regarding pin and hanger steel girder bridges. The sensing strategy consists of strain, acceleration and temperature sensors deployed in a manner to track specific damage modalities common to multigirder steel concrete composite bridges using link plate assemblies. To efficiently store and process long-term sensor data, the TRB monitoring system operates around the SenStore database system. SenStore combines sensor data with bridge information (e.g., material properties, geometry, boundary conditions) and exposes an application programming interface to enable automated data extraction by processing tools. Large long-term data sets are modeled for environmental and operational influence by regression methods. Response processes are defined by statistical parameters extracted from long-term data and used to automate decision support in an outlier detection, or statistical process control, framework.
A worthy goal for the structural health monitoring field is the creation of a scalable monitoring system architecture that abstracts many of the system details (e.g., sensors, data) from the structure owner with the aim of providing “actionable” information that aids in their decision making process. While a broad array of sensor technologies have emerged, the ability for sensing systems to generate large amounts of data have far outpaced advances in data management and processing. To reverse this trend, this study explores the creation of a cyber-enabled wireless SHM system for highway bridges. The system is designed from the top down by considering the damage mechanisms of concern to bridge owners and then tailoring the sensing and decision support system around those concerns. The enabling element of the proposed system is a powerful data repository system termed SenStore. SenStore is designed to combine sensor data with bridge meta-data (e.g., geometric configuration, material properties, maintenance history, sensor locations, sensor types, inspection history). A wireless sensor network deployed to a bridge autonomously streams its measurement data to SenStore via a 3G cellular connection for storage. SenStore securely exposes the bridge meta- and sensor data to software clients that can process the data to extract information relevant to the decision making process of the bridge owner. To validate the proposed cyber-enable SHM system, the system is implemented on the Telegraph Road Bridge (Monroe, MI). The Telegraph Road Bridge is a traditional steel girder-concrete deck composite bridge located along a heavily travelled corridor in the Detroit metropolitan area. A permanent wireless sensor network has been installed to measure bridge accelerations, strains and temperatures. System identification and damage detection algorithms are created to automatically mine bridge response data stored in SenStore over an 18-month period. Tools like Gaussian Process (GP) regression are used to predict changes in the bridge behavior as a function of environmental parameters. Based on these analyses, pertinent behavioral information relevant to bridge management is autonomously extracted.
KEYWORDS: Sensors, Compressed sensing, Bridges, Structural health monitoring, Energy efficiency, Data acquisition, Reconstruction algorithms, Wireless communications, Magnetic sensors, Modal analysis
Wireless sensors have emerged to offer low-cost sensors with impressive functionality (e.g., data acquisition, computing, and communication) and modular installations. Such advantages enable higher nodal densities than tethered systems resulting in increased spatial resolution of the monitoring system. However, high nodal density comes at a cost as huge amounts of data are generated, weighing heavy on power sources, transmission bandwidth, and data management requirements, often making data compression necessary. The traditional compression paradigm consists of high rate (>Nyquist) uniform sampling and storage of the entire target signal followed by some desired compression scheme prior to transmission. The recently proposed compressed sensing (CS) framework combines the acquisition and compression stage together, thus removing the need for storage and operation of the full target signal prior to transmission. The effectiveness of the CS approach hinges on the presence of a sparse representation of the target signal in a known basis, similarly exploited by several traditional compressive sensing applications today (e.g., imaging, MRI). Field implementations of CS schemes in wireless SHM systems have been challenging due to the lack of commercially available sensing units capable of sampling methods (e.g., random) consistent with the compressed sensing framework, often moving evaluation of CS techniques to simulation and post-processing. The research presented here describes implementation of a CS sampling scheme to the Narada wireless sensing node and the energy efficiencies observed in the deployed sensors. Of interest in this study is the compressibility of acceleration response signals collected from a multi-girder steel-concrete composite bridge. The study shows the benefit of CS in reducing data requirements while ensuring data analysis on compressed data remain accurate.
This paper presents the implementation of the Finite Element (FE) model updating for a skewed highway bridge using
real-time sensor data. The bridge under investigation is a I-275 crossing in Wayne County, Michigan. The bridge is
instrumented with a wireless sensory system to collect the vibration response of the bridge under ambient vibrations. The
dynamic characteristics of the bridge have been studied through the field measurements as well as a high-fidelity FE
model of the bridge. The developed finite element model of the bridge is updated with the field measured response of the
bridge so that the FE computed and field measured modal characteristics of the bridge match each other closely. A
comprehensive sensitivity analysis was performed to determine the structural parameters of the FE model which affect
the modal frequencies and modal shapes the most. A multivariable sensitivity-based objective function is constructed to
minimize the error between the experimentally measured and the FE predicted modal characteristics. The selected
objective function includes information about both modal frequencies and mode shapes of the bridge. An iterative
approach has been undertaken to find the optimized structural parameters of the FE model which minimizes the selected
objective function. Appropriate constraints and boundary conditions are used during the optimization process to prevent
non-physical solutions. The final updated FE model of the bridge provides modal results which are very consistent with
the experimentally measured modal characteristics.
Concrete pipelines are one of the most popular underground lifelines used for the transportation of water resources.
Unfortunately, this critical infrastructure system remains vulnerable to ground displacements during seismic and
landslide events. Ground displacements may induce significant bending, shear, and axial forces to concrete pipelines
and eventually lead to joint failures. In order to understand and model the typical failure mechanisms of concrete
segmented pipelines, large-scale experimentation is necessary to explore structural and soil-structure behavior during
ground faulting. This paper reports on the experimentation of a reinforced concrete segmented concrete pipeline using
the unique capabilities of the NEES Lifeline Experimental and Testing Facilities at Cornell University. Five segments of
a full-scale commercial concrete pressure pipe (244 cm long and 37.5 cm diameter) are constructed as a segmented
pipeline under a compacted granular soil in the facility test basin (13.4 m long and 3.6 m wide). Ground displacements
are simulated through translation of half of the test basin. A dense array of sensors including LVDT's, strain gages, and
load cells are installed along the length of the pipeline to measure the pipeline response while the ground is incrementally displaced. Accurate measures of pipeline displacements and strains are captured up to the compressive and flexural failure of the pipeline joints.
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