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Damage identification, progression, and condition rating of bridge decks using multi-modal non-destructive testing

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TitleInfo
Title
Damage identification, progression, and condition rating of bridge decks using multi-modal non-destructive testing
Name (type = personal)
NamePart (type = family)
Pailes
NamePart (type = given)
Brian M.
NamePart (type = date)
1984-
DisplayForm
Brian Pailes
Role
RoleTerm (authority = RULIB)
author
Name (type = personal)
NamePart (type = family)
Gucunski
NamePart (type = given)
Nenad
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Nenad Gucunski
Affiliation
Advisory Committee
Role
RoleTerm (authority = RULIB)
chair
Name (type = personal)
NamePart (type = family)
Maher
NamePart (type = given)
Ali
DisplayForm
Ali Maher
Affiliation
Advisory Committee
Role
RoleTerm (authority = RULIB)
internal member
Name (type = personal)
NamePart (type = family)
Wang
NamePart (type = given)
Hoa
DisplayForm
Hoa Wang
Affiliation
Advisory Committee
Role
RoleTerm (authority = RULIB)
internal member
Name (type = personal)
NamePart (type = family)
Brown
NamePart (type = given)
Michael C
DisplayForm
Michael C Brown
Affiliation
Advisory Committee
Role
RoleTerm (authority = RULIB)
outside member
Name (type = corporate)
NamePart
Rutgers University
Role
RoleTerm (authority = RULIB)
degree grantor
Name (type = corporate)
NamePart
Graduate School - New Brunswick
Role
RoleTerm (authority = RULIB)
school
TypeOfResource
Text
Genre (authority = marcgt)
theses
OriginInfo
DateCreated (qualifier = exact)
2014
DateOther (qualifier = exact); (type = degree)
2014-05
Place
PlaceTerm (type = code)
xx
Language
LanguageTerm (authority = ISO639-2b); (type = code)
eng
Abstract (type = abstract)
Bridges are an important part of the nation’s infrastructure and due to the limited budgets available to keep them properly maintained, the methods of evaluation and damage identification must improve in accuracy and cost-effectiveness. For the industry of bridge evaluation and damage identification the research area that provides the greatest potential is multi-modal non-destructive testing (NDT). A multi-modal NDT approach to condition assessment allows for the identification of several different deterioration states, in turn providing a more complete condition assessment. Research was conducted to develop a methodology and program to convert multi-modal NDT data from bare reinforced concrete bridge decks into a condition-based assessment. The NDT methods utilized were electrical resistivity (ER), half-cell potential (HCP), ground penetrating radar (GPR), impact echo (IE), and chain drag (CD). Data for each of these methods was collected on 12 bridge decks located in various geographic locations. Correlations were identified between the NDT methods so as to better understand the relationship between the methods and concrete deterioration. Some of the identified correlations include a strong association of low cover depth with deterioration, ER and HCP measurements being highly related, and GPR attenuation associated with locations of deterioration identify by ER, HCP, and CD. The identified correlations were used to develop a statistics-based approach to threshold identification for ER, HCP, and GPR. Threshold values are highly relative; therefore, a statistical approach provides a more effective and robust threshold identification methodology. Using the identified thresholds, the multi-modal NDT data was fused and converted into a deterioration-based condition assessment that identifies locations of corrosive environment, active corrosion, delamination/lateral cracking, and severe delamination. The condition assessment program also rates the bridge decks using established and federally mandated rating systems created by the National Bridge Inventory and American Association of State Highway and Transportation Officials. This research resulted in a more effective multi-modal NDT condition assessment of bridge decks. Improved multi-modal NDT will provide bridge owners and maintenance personnel an improved tool to assess bridge decks and to make decisions regarding their maintenance.
Subject (authority = RUETD)
Topic
Civil and Environmental Engineering
Subject (authority = ETD-LCSH)
Topic
Nondestructive testing
Subject (authority = ETD-LCSH)
Topic
Bridges--Floors--Maintenance and repair
RelatedItem (type = host)
TitleInfo
Title
Rutgers University Electronic Theses and Dissertations
Identifier (type = RULIB)
ETD
Identifier
ETD_5445
PhysicalDescription
Form (authority = gmd)
electronic resource
InternetMediaType
application/pdf
InternetMediaType
text/xml
Extent
xvi, 167 p. : ill.
Note (type = degree)
Ph.D.
Note (type = bibliography)
Includes bibliographical references
Note (type = statement of responsibility)
by Brian M. Pailes
RelatedItem (type = host)
TitleInfo
Title
Graduate School - New Brunswick Electronic Theses and Dissertations
Identifier (type = local)
rucore19991600001
Location
PhysicalLocation (authority = marcorg); (displayLabel = Rutgers, The State University of New Jersey)
NjNbRU
Identifier (type = doi)
doi:10.7282/T34M92V0
Genre (authority = ExL-Esploro)
ETD doctoral
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Rights

RightsDeclaration (ID = rulibRdec0006)
The author owns the copyright to this work.
RightsHolder (type = personal)
Name
FamilyName
Pailes
GivenName
Brian
Role
Copyright Holder
RightsEvent
Type
Permission or license
DateTime (encoding = w3cdtf); (qualifier = exact); (point = start)
2014-04-10 23:35:12
AssociatedEntity
Name
Brian Pailes
Role
Copyright holder
Affiliation
Rutgers University. Graduate School - New Brunswick
AssociatedObject
Type
License
Name
Author Agreement License
Detail
I hereby grant to the Rutgers University Libraries and to my school the non-exclusive right to archive, reproduce and distribute my thesis or dissertation, in whole or in part, and/or my abstract, in whole or in part, in and from an electronic format, subject to the release date subsequently stipulated in this submittal form and approved by my school. I represent and stipulate that the thesis or dissertation and its abstract are my original work, that they do not infringe or violate any rights of others, and that I make these grants as the sole owner of the rights to my thesis or dissertation and its abstract. I represent that I have obtained written permissions, when necessary, from the owner(s) of each third party copyrighted matter to be included in my thesis or dissertation and will supply copies of such upon request by my school. I acknowledge that RU ETD and my school will not distribute my thesis or dissertation or its abstract if, in their reasonable judgment, they believe all such rights have not been secured. I acknowledge that I retain ownership rights to the copyright of my work. I also retain the right to use all or part of this thesis or dissertation in future works, such as articles or books.
Copyright
Status
Copyright protected
Availability
Status
Open
Reason
Permission or license
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Technical

RULTechMD (ID = TECHNICAL1)
ContentModel
ETD
OperatingSystem (VERSION = 5.1)
windows xp
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