Identification of Failure Prediction Criteria Using Acoustic Emission Monitoring and Analysis of GFRP Bridge Deck Panels

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ISBN 13 :
Total Pages : 73 pages
Book Rating : 4.:/5 (166 download)

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Book Synopsis Identification of Failure Prediction Criteria Using Acoustic Emission Monitoring and Analysis of GFRP Bridge Deck Panels by : Richard S. Gostautas

Download or read book Identification of Failure Prediction Criteria Using Acoustic Emission Monitoring and Analysis of GFRP Bridge Deck Panels written by Richard S. Gostautas and published by . This book was released on 2007 with total page 73 pages. Available in PDF, EPUB and Kindle. Book excerpt: A total of 6 full-scale glass fiber-reinforced polymer (GFRP) composite bridge deck specimens were tested to study the significance of using acoustic emission (AE) for monitoring and analysis of the structural integrity of the specimens during a predetermined loading profile. The first two specimens varied in width and were loaded to failure and last four specimens were the original specimens that were repaired after failure occurred using an FRP wrap. The objective, through the use of AE monitoring and analysis, is to identify failure prediction criteria and/or a methodology that would provide a determination of the structural integrity of the in-service FRP bridge deck during field inspection. While no codes and standards exist for these types of specimens, current standards developed for FRP tanks and vessels were used as a base reference to determine if current standards could be adopted or if new or additional criteria needed to be established. Real-time monitoring was conducted for each specimen during a standard 3-point bending test. Monitoring typically covered loading up to 80% of the calculated ultimate strength. During monitoring, a selected set of features associated with each AE hit and the associated waveform were recorded in a database for post analysis. The collected data was later analyzed using comparison and intensity analysis, linear location and waveform analysis, accompanied with pattern recognition, to identify series of hits with a particular event. Each event was investigated to determine if the type of damage, such as fiber breakage, matrix cracking, and delamination, could characterize the event. These types of events were the contributing factors to the investigated criteria and the structural performance of the specimens. In post analysis, comparison analysis was performed to observe the Kaiser Effect and the calculation of a Felicity Ratio when the Kaiser Effect broke down. For the original specimens, the Felicity Ratio fell within expected values observed from previous work, while the repaired specimens, using an external FRP wrap, were generally higher than the typically accepted value of 0.85. The second type of post analysis, linear location, was performed to pinpoint the location along the axis of the specimen in which the majority of the events occurred. In the case of the original specimens, visual inspection was difficult as the majority of the damage of the specimen occurred at the inner core. While there is some associated stress redistribution that leads to delamination of the outer flutes from the top and bottom face panels, this was the only visually observable change for the original specimens. Thus, linear location becomes an important tool for the location and isolation of major damage before reaching catastrophic failure. The failure mode of the repaired specimens was restricted due to the external wrap, and provided a visual cue of damage. The third type of analysis, waveform analysis using pattern recognition, appears promising in identifying each type of damage characteristic and training a neural network to classify incoming waveforms. This damaged-based characterization could be useful for in-field service inspection. However, further investigation is needed for verification before using this form of classification.

Fifth European Workshop on Structural Health Monitoring 2010

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Publisher : DEStech Publications, Inc
ISBN 13 : 1605950246
Total Pages : 1425 pages
Book Rating : 4.6/5 (59 download)

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Book Synopsis Fifth European Workshop on Structural Health Monitoring 2010 by : Fabio Casciati

Download or read book Fifth European Workshop on Structural Health Monitoring 2010 written by Fabio Casciati and published by DEStech Publications, Inc. This book was released on 2010 with total page 1425 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Structural Integrity Cases in Mechanical and Civil Engineering

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Publisher : Springer Nature
ISBN 13 : 3030856461
Total Pages : 346 pages
Book Rating : 4.0/5 (38 download)

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Book Synopsis Structural Integrity Cases in Mechanical and Civil Engineering by : Shahrum Abdullah

Download or read book Structural Integrity Cases in Mechanical and Civil Engineering written by Shahrum Abdullah and published by Springer Nature. This book was released on 2022-01-24 with total page 346 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book covers most of the damage mechanism in the scope of mechanical engineering and civil engineering. The failure pattern of various materials and structures is mainly discussed. The sub-topics covers fatigue damage, fatigue crack initiation and propagation, life prediction techniques, computational fracture mechanics, dynamic fracture, damage mechanics and assessment, non-destructive test (NDT), concrete failure assessment, failure on soil structures, structural durability and reliability, structural health monitoring, construction damage recovery, and any relevant topics related to failure analysis.

Acoustic Emission Monitoring of Fiber Reinforced Bridge Panels

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ISBN 13 :
Total Pages : pages
Book Rating : 4.:/5 (236 download)

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Book Synopsis Acoustic Emission Monitoring of Fiber Reinforced Bridge Panels by : James Christopher Flannigan

Download or read book Acoustic Emission Monitoring of Fiber Reinforced Bridge Panels written by James Christopher Flannigan and published by . This book was released on 2008 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: Two fiber reinforced polymer (FRP) bridge deck specimens were analyzed by means of acoustic emission (AE) monitoring during a series of loading cycles performed at various locations on the composite sandwich panels' surfaces. These panels were subjected to loads that were intended to test their structural response and characteristics without exposing them to a failure scenario. This allowed the sensors to record multiple data sets without fear of having to be placed on multiple panels that could have various characteristics that alter the signals recorded. The objective throughout the analysis ias to determine how the acoustic signals respond to loading cycles and various events can affect the acoustical data. In the process of performing this examination several steps were taken including threshold application, data collection, and sensor location analysis. The thresholds are important for lowering the size of the files containing the data, while keeping important information that could determine structurally significant information. Equally important is figuring out where and how the sensors should be placed on the panels in the first place in relation to other sensors, panel features and supporting beams. The data was subjected to analysis involving the response to applied loads, joint effects and failure analysis. Using previously developed techniques the information gathered was also analyzed in terms of what type of failure could be occurring within the structure itself. This somewhat aided in the analysis after an unplanned failure event occurred to determine what cause or causes might have lead to the occurrence. The basic analyses were separated into four sets, starting with the basic analysis to determine basic correlations to the loads applied. This was followed by joint and sensor location analyses, both of which took place using a two panel setup. The last set was created upon matrix failure of the panel and the subsequent investigation.

Master's Theses Directories

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Publisher :
ISBN 13 :
Total Pages : 316 pages
Book Rating : 4.3/5 (91 download)

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Book Synopsis Master's Theses Directories by :

Download or read book Master's Theses Directories written by and published by . This book was released on 2005 with total page 316 pages. Available in PDF, EPUB and Kindle. Book excerpt: "Education, arts and social sciences, natural and technical sciences in the United States and Canada".

Acoustic Emission Monitoring of Fiber Reinforced Bridge Panels

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ISBN 13 :
Total Pages : pages
Book Rating : 4.:/5 (236 download)

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Book Synopsis Acoustic Emission Monitoring of Fiber Reinforced Bridge Panels by : James Christopher Flannigan

Download or read book Acoustic Emission Monitoring of Fiber Reinforced Bridge Panels written by James Christopher Flannigan and published by . This book was released on 2008 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: Two fiber reinforced polymer (FRP) bridge deck specimens were analyzed by means of acoustic emission (AE) monitoring during a series of loading cycles performed at various locations on the composite sandwich panels' surfaces. These panels were subjected to loads that were intended to test their structural response and characteristics without exposing them to a failure scenario. This allowed the sensors to record multiple data sets without fear of having to be placed on multiple panels that could have various characteristics that alter the signals recorded. The objective throughout the analysis ias to determine how the acoustic signals respond to loading cycles and various events can affect the acoustical data. In the process of performing this examination several steps were taken including threshold application, data collection, and sensor location analysis. The thresholds are important for lowering the size of the files containing the data, while keeping important information that could determine structurally significant information. Equally important is figuring out where and how the sensors should be placed on the panels in the first place in relation to other sensors, panel features and supporting beams. The data was subjected to analysis involving the response to applied loads, joint effects and failure analysis. Using previously developed techniques the information gathered was also analyzed in terms of what type of failure could be occurring within the structure itself. This somewhat aided in the analysis after an unplanned failure event occurred to determine what cause or causes might have lead to the occurrence. The basic analyses were separated into four sets, starting with the basic analysis to determine basic correlations to the loads applied. This was followed by joint and sensor location analyses, both of which took place using a two panel setup. The last set was created upon matrix failure of the panel and the subsequent investigation.

Damage Evaluation of Glass Fiber Reinforced Polymer Decks Using Acoustic Emissions

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ISBN 13 :
Total Pages : pages
Book Rating : 4.:/5 (816 download)

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Book Synopsis Damage Evaluation of Glass Fiber Reinforced Polymer Decks Using Acoustic Emissions by : Rafael Asencio

Download or read book Damage Evaluation of Glass Fiber Reinforced Polymer Decks Using Acoustic Emissions written by Rafael Asencio and published by . This book was released on 2011 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: ABSTRACT: Glass fiber-reinforced polymer (GFRP) decks are being used as a replacement for bridge decks, due to their light weight, fast installation time, and high strength. Several different types of deck systems are available for commercial use. The nature of the resin and glass materials of the decks results in a brittle and catastrophic failure mode. Due to this failure mode and the geometry of different deck systems, traditional structural evaluation methods such as deflection and strain may not detect possible damage in the material, which could lead to a failure. In this investigation a non-destructive detection method, acoustic emissions (AE) was used to develop a possible evaluation method for in-service GFRP bridge decks. Lab test setups were designed to replicate the positive and negative bending experienced by an in-service deck system. Three different deck systems were tested in both setups. A testing load procedure was developed based on similar testing of in-service GFRP tanks. The testing consisted of service-level loading of undamaged and damaged samples. Damage was induced on the samples by loading them to capacity in the test setups. AE data were collected during all the loadings as well as strain and deflection data. The strain and deflection data were analyzed and revealed linear behavior in all the samples up to failure. The AE data were analyzed using a structural evaluation method adapted from the Calm ratio and the load ratio, recovery ratio analysis (RRA). Calm ratio is the ratio of a selected feature AE activity during the unloading to the AE activity during the loading. The load ratio is the ratio of the load at the onset of AE activity to the previous maximum load experienced by the specimen. RRA was successful in the lab test and was then used on data collected during a bridge load test of the Hillsboro canal bridge.

Protocols and Criteria for Acoustic Emission Monitoring of Fracture-critical Steel Bridges

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ISBN 13 :
Total Pages : 164 pages
Book Rating : 4.:/5 (921 download)

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Book Synopsis Protocols and Criteria for Acoustic Emission Monitoring of Fracture-critical Steel Bridges by :

Download or read book Protocols and Criteria for Acoustic Emission Monitoring of Fracture-critical Steel Bridges written by and published by . This book was released on 2015 with total page 164 pages. Available in PDF, EPUB and Kindle. Book excerpt: With bridge infrastructure in Minnesota aging, advancing techniques for ensuring bridge safety is a fundamental goal of the Minnesota Department of Transportation (MnDOT). Developing health monitoring systems for fracture-critical bridges is an essential objective in meeting the stated goal. This report documents the implementation of two, 16-sensor, acoustic emission monitoring systems in one of the tie girders of the Cedar Avenue Bridge, which is a fracture-critical tied arch bridge spanning the Minnesota River between Bloomington and Eagan, MN. The goal of the project is to develop a process for using acoustic emission technology to monitor one of the girders of the bridge while continuously collecting data from the monitoring systems. Given the cost of acoustic emission sensing equipment, an approach was adopted to space the sensors as widely as possible. Fracture tests were conducted on a specimen acoustically connected to the bridge to simulate fracture in a bridge member. Sets of criteria were developed to differentiate between acoustic emission data collected during fracture and ambient bridge (i.e. AE noise) data. The sets of criteria were applied to fracture test data and AE noise data to determine the validity of the criteria. For each criteria set, a period of Cedar Avenue Bridge monitoring data was analyzed. The results of the analysis of each period showed that the criteria could differentiate between the bridge AE noise data and the fracture test data. The AE noise data never met all of the criteria in the set, whereas all criteria were met during each of the applicable fracture tests.

Methodology for Predicting Reliability of Fiber Reinforced Polymer Bridge Decks

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Publisher :
ISBN 13 :
Total Pages : 346 pages
Book Rating : 4.:/5 (318 download)

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Book Synopsis Methodology for Predicting Reliability of Fiber Reinforced Polymer Bridge Decks by : Marshall Patterson Carman

Download or read book Methodology for Predicting Reliability of Fiber Reinforced Polymer Bridge Decks written by Marshall Patterson Carman and published by . This book was released on 2003 with total page 346 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Transactions of the American Society of Civil Engineers

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Publisher :
ISBN 13 :
Total Pages : 1264 pages
Book Rating : 4.3/5 (91 download)

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Book Synopsis Transactions of the American Society of Civil Engineers by : American Society of Civil Engineers

Download or read book Transactions of the American Society of Civil Engineers written by American Society of Civil Engineers and published by . This book was released on 2006 with total page 1264 pages. Available in PDF, EPUB and Kindle. Book excerpt: Vols. 29-30 contain papers of the International Engineering Congress, Chicago, 1893; v. 54, pts. A-F, papers of the International Engineering Congress, St. Louis, 1904.

Health Monitoring of Precast Bridge Deck Panels Reinforced with Glass Fiber Polymer (GFRP) Bars

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Publisher :
ISBN 13 :
Total Pages : 87 pages
Book Rating : 4.:/5 (85 download)

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Book Synopsis Health Monitoring of Precast Bridge Deck Panels Reinforced with Glass Fiber Polymer (GFRP) Bars by : Chris P. Pantelides

Download or read book Health Monitoring of Precast Bridge Deck Panels Reinforced with Glass Fiber Polymer (GFRP) Bars written by Chris P. Pantelides and published by . This book was released on 2012 with total page 87 pages. Available in PDF, EPUB and Kindle. Book excerpt: The present research project investigates monitoring concrete precast panels for bridge decks that are reinforced with Glass Fiber Reinforced Polymer (GFRP) bars. Due to the lack of long term research on concrete members reinforced with GFRP bars, long term health monitoring is important to record the performance and limit states of the GFRP decks and bridge as a whole. In this research, data is collected on concrete strains, bridge deflections, vertical girder accelerations, as well as initial truck load testing and lifting strains.

Development of Acoustic Emissions Testing Procedures Applicable to Conventionally Reinforced Concrete Deck Girder Bridges Subjected to Diagonal Tension Cracking

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Publisher :
ISBN 13 :
Total Pages : 1068 pages
Book Rating : 4.:/5 (78 download)

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Book Synopsis Development of Acoustic Emissions Testing Procedures Applicable to Conventionally Reinforced Concrete Deck Girder Bridges Subjected to Diagonal Tension Cracking by : Steven C. Lovejoy

Download or read book Development of Acoustic Emissions Testing Procedures Applicable to Conventionally Reinforced Concrete Deck Girder Bridges Subjected to Diagonal Tension Cracking written by Steven C. Lovejoy and published by . This book was released on 2006 with total page 1068 pages. Available in PDF, EPUB and Kindle. Book excerpt: A need exists to develop a non-destructive testing technique that can identify the formation and propagation of diagonal tension cracks in conventionally steel reinforced concrete deck girder (RCDG) highway bridges in the State of Oregon. Such a technique could be included into a structural health monitoring (SHM) system installed on specific bridges to automatically monitor the current state of structural damage in primary load supporting elements and provide notification of recent damage to bridge engineers in nearly real time. This research investigates the practical application of AE used to supplement a conventional SHM on vintage RCDG bridges. Background work presented in the Appendices investigates stress wave propagation in non-reinforced and steel reinforced concrete media. Based on the characterization of stress wave speeds, amplitude attenuation, frequency content and wave forms found in concrete media, testing methods are developed and applied to 31 full sized RCDG test specimens that include variations in loading, load capacity and structural detailing. Several different AE test procedures are used to characterize the damage states of the test beams as they are progressively loaded to failure. Four previously developed AE parameters that characterize both damage progression and damage state are applied which include the Felicity and Calm Ratios, Severity and the Historic Index. Both Felicity and Calm Ratios were found to respond to the damage state of the test beam as determined from more conventional assessment methods such as crack width and load. For the practical in-service loading ranges of 20 to 80% of ultimate capacity both the Felicity and Calm Ratios were found to respond in a nearly linear manner with increasing damage. Three categories of damage state are defined which are based on the ODOT crack comparator tool which is used for in-service maintenance inspections of these bridges. Felicity and Calm Ratio values are related to these damage states for the specific type of bridge girders being tested and can be used to estimate in-service damage states. The Severity and Historic Index responses were found to be an effective means of identifying the formation and extension of diagonal tension cracks as they developed. Threshold levels for these two parameters are identified for specific AE sensor types when applied to this class of bridge girder. A preliminary set of AE testing and analysis procedures were developed that were applied to three in-service bridges. These bridge tests used both controlled and ambient loading protocols. The structural response to each load case was quantified by using both crack width motion and reinforcing steel strain range. These structural parameters were correlated with the AE data. The Calm Ratio was found to be of practical importance and that the values recorded were in reasonably good agreement with the laboratory data once the imposed loads and current crack widths were considered. The Severity and Historic Index were also found to be of practical importance to bridge testing and structural health monitoring as they were found to be very sensitive to increasing damage, yet exhibit good stability provided enough AE activity was present. A recommend set of guidelines and practices for applying AE to vintage RCDG bridges is developed and presented.

Acoustic Emission Detection and Monitoring of Highway Bridge Components

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Publisher :
ISBN 13 :
Total Pages : 252 pages
Book Rating : 4.:/5 (183 download)

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Book Synopsis Acoustic Emission Detection and Monitoring of Highway Bridge Components by : Donald W. Vannoy

Download or read book Acoustic Emission Detection and Monitoring of Highway Bridge Components written by Donald W. Vannoy and published by . This book was released on 1987 with total page 252 pages. Available in PDF, EPUB and Kindle. Book excerpt:

AE Based Health Monitoring and Bonded FRP Patch Repair in Bridge Management

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Publisher :
ISBN 13 :
Total Pages : 261 pages
Book Rating : 4.:/5 (94 download)

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Book Synopsis AE Based Health Monitoring and Bonded FRP Patch Repair in Bridge Management by : Ozgur Yapar

Download or read book AE Based Health Monitoring and Bonded FRP Patch Repair in Bridge Management written by Ozgur Yapar and published by . This book was released on 2015 with total page 261 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Acoustic Emission Sensing for Crack Monitoring in Prefabricated and Prestressed Reinforced Concrete Bridge Girders

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ISBN 13 :
Total Pages : 266 pages
Book Rating : 4.:/5 (18 download)

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Book Synopsis Acoustic Emission Sensing for Crack Monitoring in Prefabricated and Prestressed Reinforced Concrete Bridge Girders by : Robert Lee Worley (II)

Download or read book Acoustic Emission Sensing for Crack Monitoring in Prefabricated and Prestressed Reinforced Concrete Bridge Girders written by Robert Lee Worley (II) and published by . This book was released on 2019 with total page 266 pages. Available in PDF, EPUB and Kindle. Book excerpt: Prefabricated and pre-stressed reinforced concrete beams and girders are integral components of many highway structures, including those built by rapid construction techniques. Concerns exist regarding the development of cracks during curing, form removal, detensioning, transport, installation, and operation. Non-destructive, Acoustic Emission (AE) sensing techniques have the potential for detecting and locating cracking in prefabricated, pre-stressed concrete girders used as Prefabricated Bridge Elements and Systems (PBES) used in rapid construction practices as part of a Quality Assurance/Quality Control (QA/QC) program. AE sensing records transient elastic waves produced by the release of stored elastic energy resulting in plastic deformations (i.e., crack nucleation and growth) with an array of point sensors. The AE instrument system is relatively portable which can allow for it to be an option for both off-site fabrication QA/QC as well as on-site field QA/QC. This thesis presents a multi-stage research initiative on acoustic emission monitoring of prefabricated and pre-stressed reinforced concrete beams used in highway bridge construction during detensioning, craned removal from formwork and transport to bridge sites, along with supporting laboratory tests and numerical analysis. The specific objectives of this research were to: 1. Identify suitable instruments to monitor pre-stressed and/or post-tensioned concrete girders for cracking activity; 2. Design and develop a reusable instrumentation package; 3. Measure performance and condition of concrete girders during fabrication and transport; and 4. Identify test protocols and possible accept/fix/reject criteria for structural elements based on information from monitoring system. Presented are results from laboratory, full-scale girder fabrication, and transport monitoring, along with overall conclusions and recommendations for future research.

Failure Analysis of Fiber-Reinforced Polymer Bridge Deck System

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ISBN 13 :
Total Pages : 9 pages
Book Rating : 4.:/5 (125 download)

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Book Synopsis Failure Analysis of Fiber-Reinforced Polymer Bridge Deck System by : M. Chiewanichakorn

Download or read book Failure Analysis of Fiber-Reinforced Polymer Bridge Deck System written by M. Chiewanichakorn and published by . This book was released on 2003 with total page 9 pages. Available in PDF, EPUB and Kindle. Book excerpt: Throughout the United States including New York, many reinforced concrete bridges on county and state highway systems have deteriorated to the certain degree that structural strengthening is necessary to extend their service life. Fiber reinforced polymer (FRP) composite systems appeared to be one of the options to address the issues of cost-effective load-rating improvement. Recently, an FRP deck has been installed on a state highway, located in New York State, as an experimental project. This paper describes multi-step linear static analyses that were conducted using the finite element method to study the possible failure mechanisms of the deck-superstructure system. Finite element model was verified using the load tests of the bridge deck. Furthermore, the thermal behavior of the FRP deck was investigated and presented in this paper. Analytical results reveal several potential failure mechanisms for the FRP deck and truss bridge system.

Acoustic Emission Monitoring of Fatigue Cracks in Steel Bridge Structures

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ISBN 13 :
Total Pages : 95 pages
Book Rating : 4.:/5 (439 download)

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Book Synopsis Acoustic Emission Monitoring of Fatigue Cracks in Steel Bridge Structures by : Jay McKeefry

Download or read book Acoustic Emission Monitoring of Fatigue Cracks in Steel Bridge Structures written by Jay McKeefry and published by . This book was released on 1999 with total page 95 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report presents results from a laboratory study and field implementation of acoustic emission monitoring or fatigue cracks in cover-plated steel bridge girders. The acoustic monitoring successfully detected growing fatigue cracks in the lab when using both source location and a state of stress criteria. Application of this methodology on 3 field bridges also proved successful by detecting a propagating crack in 2 of the bridges and an extinguished crack in a third bridge.