Feasibility Study of Mobile Scanning Technology for Fast Damage Detection of Rural Bridge Using Wireless Sensors


Book Description

This study aims at conducting the feasibility study on detecting damage of bridges through using passing vehicles and wireless sensors. As the first step, the finite element program has been compiled and some explorative tests have been conducted. It is found that the damage detection process is affected by the parameters of the vehicles and bridge, such as mass ratio, stiffness ratio, vehicle speed, bridge type, road roughness, etc. The theoretical results showed satisfied results of the proposed approach. Because of the scope and limitation of the testing in this study, however, further study will be needed to validate the applicability of this approach with advanced testing in the future.




Structural Health Monitoring of Bridges Using Wireless Sensor Networks


Book Description

Structural Health Monitoring, damage detection and localization of bridges using Wireless Sensor Networks (WSN) are studied in this thesis. The continuous monitoring of bridges to detect damage is a very useful tools for preventing unnecessary costly and emergent maintenance. The optimal design aims to maximize the lifetime of the system, the accuracy of the sensed data, and the system reliability, and to minimize the system cost and complexity Finite Element Analysis (FEA) is carried out using LUSAS Bridge Plus software to determine sensor locations and measurement types and effectively minimize the number of sensors, data for transmission, and volume of data for processing. In order to verify the computer simulation outputs and evaluate the proposed optimal design and algorithms, a WSN system mounted on a simple reinforced concrete frame model is employed in the lab. A series of tests are carried out on the reinforced concrete frame mounted on the shaking table in order to simulate the existing extreme loading condition. Experimental methods which are based on modal analysis under ambient vibrational excitation are often employed to detect structural damages of mechanical systems, many of such frequency domain methods as first step use a Fast Fourier Transform estimate of the Power Spectral Density (PSD) associated with the response of the system. In this study it is also shown that higher order statistical estimators such as Spectral Kurtosis (SK) and Sample to Model Ratio (SMR) may be successfully employed to more reliably discriminate the response of the system against the ambient noise and better identify and separate contributions from closely spaced individual modes. Subsequently, the identified modal parameters are used for damage detection and Structural Health Monitoring. To evaluate the preliminary results of the project's prototype and quantify the current bridge response as well as demonstrate the ability of the SHM system to successfully perform on a bridge, the deployment of Wireless Sensor Networks in an existing highway bridge in Qatar is implemented. The proposed technique will eventually be applied to the new stadium that State of Qatar will build in preparation for the 2022 World Cup. This monitoring system will help permanently record the vibration levels reached in all substructures during each event to evaluate the actual health state of the stadiums. This offers the opportunity to detect potentially dangerous situations before they become critical.




Vehicle Scanning Method for Bridges


Book Description

Presents the first ever guide for vehicle scanning of the dynamic properties of bridges Written by the leading author on the subject of vehicle scanning method (VSM) for bridges, this book allows engineers to monitor every bridge of concern on a regular and routine basis, for the purpose of maintenance and damage detection. It includes a review of the existing literature on the topic and presents the basic concept of extracting bridge frequencies from a moving test vehicle fitted with vibration sensors. How road surface roughness affects the vehicle scanning method is considered and a finite element simulation is conducted to demonstrate how surface roughness affects the vehicle response. Case studies and experimental results are also included. Vehicle Scanning Method for Bridges covers an enhanced technique for extracting higher bridge frequencies. It examines the effect of road roughness on extraction of bridge frequencies, and looks at a dual vehicle technique for suppressing the effect of road roughness. A filtering technique for eliminating the effect of road roughness is also presented. In addition, the book covers the identification of bridge mode shapes, contact-point response for modal identification of bridges, and damage detection of bridges—all through the use of a moving test vehicle. The first book on vehicle scanning of the dynamic properties of bridges Written by the leading author on the subject Includes a state-of-the-art review of the existing works on the vehicle scanning method (VSM) Presents the basic concepts for extracting bridge frequencies from a moving test vehicle fitted with vibration sensors Includes case studies and experimental results The first book to fully cover scanning the dynamic properties of bridges with a vehicle, Vehicle Scanning Method for Bridges is an excellent resource for researchers and engineers working in civil engineering, including bridge engineering and structural health monitoring.







Low Cost Structural Health Monitoring of Bridges Using Wireless Senspot Sensors


Book Description

Deterioration of highway bridges is a common, yet complex problem. To protect highway bridges, this project combines a number of recent and emerging technologies, microstructured sensing, ultra-low-power wireless communication, and advanced microelectronics, into a novel, small, and lightweight wireless device known as SenSpot. SenSpot sensors are based on Active RF Technology (ART), which offers a high performance method for large-scale sensing, wireless synchronization, and ultra low power wireless communication. To evaluate ART technology, the project investigators studied laboratory and field performance of SenSpot sensors. In particular, research was conducted to study performance of SenSpot sensors in accurate measurement of strain and tilt (inclination). Laboratory experiments showed that although SenSpot sensors operate under extremely tight energy constraints and consume less that 4 microwatts of power, the devices provide a very accurate measurement of strain and tilt. Moreover, field performance of SenSpot sensors installed on a bridge on I495 was closely analyzed. The study showed that SenSpot sensors used to measure tilt on the bridge bearings provide a consistent readout with the expected change in the orientation of the bearings as a result of thermal expansion/contraction of the bridge deck; hence, SenSpot sensors provide a reliable remote monitoring tool to detect instances where bridge bearings could possibly freeze or overturn. Additionally, SenSpot sensors that were used for strain measurement showed that the device can detect instances when loading conditions of a bridge change or a structural change in the bridge happens.




Structural Health Monitoring of a Bridge Structural Using Wireless Sensor Network


Book Description

Bridge Structural Health Monitoring (SHM) has rapidly become one of the main interests in the civil engineering field. An inexpensive and efficient SHM method utilizing Wireless Sensor Network (WSN) is helping to facilitate the selection of the bridges that require maintenance. The changes to structural properties (i.e. stiffness) caused by damage (i.e. corrosion) will change the structural responses (I.e. acceleration responses) to ambient motions. Modal analysis algorithms applied to the vibration responses acquired through WSN provide the modal properites (i.e. natural frequency, modal shape and damping ratio) that will change with the changes in stiffness indicating possible existence of damage. Three output-only modal analysis algorithms: Stochastic Subspace Identification (SSI), Auto-regressive Moving Average (ARMA) and Fast Fourier Transform (FFT) were evaluated based on their accuracy and efficiency in extracting modal properties using two case studies. FFT was found to be the most accurate and consistent algorithm. The extracted modal properties of the Holland Bridge agree with the ones obtained from the Finite Element (FE) bridge model. The extracted damping ratios from different algorithms were not consistent. Recommendations on future research in bridge SHM using WSN and modal analysis algorithms are provided.




Framework of Damage Detection in Vehicle-Bridge Coupled System


Book Description

Most vibration-based damage identification methods make use of measurements directly from bridge structures with attached sensors. The present study aimed to develop new methodologies to eventually detect bridge damages such as scour using the dynamic response of the vehicle. A framework of damage identification and an optimization method was developed first. Secondly, a new methodology using the transmissibility of vehicle and bridge responses was developed to detect bridge damages. Then, a tractor-trailer test system was designed to obtain reliable response and extract bridge modal properties from the dynamic response of moving vehicles. These developed methodologies were applied to detect scour damage from the response of bridge and/or vehicles. The scour effect on a single pile was studied and methods of scour damage detections were proposed. A monitoring system using fiber optic sensors was designed and tested in the laboratory and is being applied to a field bridge. Finally, the scour effect on the response of the entire bridge and the traveling vehicle was also investigated under the bridge-vehicle-wave interaction, which in turn was used to detect the bridge scour.




Toward Crowdsensing-based Monitoring of Bridges Using Smartphones


Book Description

The sustainability of urban cities is contingent upon the adequate performance of their infrastructure. The transportation system is one of the crucial components of the city infrastructure and the sustainability and the economic development of a city depend on its proper operation. Monitoring bridge structures, as key components of the transportation infrastructure, is a popular topic among researchers. While most conventional bridge monitoring methods focus on using fixed sensors, including accelerometers and strain gauges, to collect data, indirect bridge monitoring methods focus on using a moving sensor inside a vehicle as the data collector. As such, one mobile sensor can collect data from many bridges with no fixed instrumentation required, leading to a more efficient and cost-effective bridge monitoring. However, drive-by collected vibrations are significantly dominated by operational factors, including the vehicle and road features. Recent technology developments have provided invaluable tools for monitoring urban infrastructure. Smartphones, currently the most popular smart devices, are equipped with many sensors, which data could be used for monitoring urban infrastructure through a crowdsensed framework. In this regard, this thesis aims at proposing a crowdsensing-based indirect bridge monitoring method considering operational effects. A novel inverse filtering method is proposed to eliminate operational effects from drive-by vibrations and enhance bridge feature extraction. The off-bridge vibrations, i.e., when the vehicle is not on the bridge and is moving on the ground, is employed to create a filter capable of eliminating operational effects. Later, this filter is applied to the on-bridge vibrations to magnify bridge dynamic features. In the initial chapters of this thesis, the focus is on the frequency identification of bridges. Later, a more complex damage detection method using Mel-frequency cepstral analysis is applied in conjunction with inverse filtering. At each stage of this study, a series of controlled laboratory experiments and real-life tests are conducted to investigate the performance of the proposed method. The proposed approach is proved successful in eliminating operational effects from drive-by collected vibrations, addressing one of the major challenges facing indirect bridge monitoring. In addition, the data acquisition devices in the proposed method are passengers' smartphones, which demonstrates the potential of implementing the proposed method in crowdsensed frameworks for future smart cities.