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Dissertations / Theses on the topic 'NDT of bridge decks'

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Published: 3 June 2025

Last updated: 31 July 2025

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1

Miceli, Marybeth. "Assessment of Infrared Thermography for NDE of FRP Bridge Decks." Thesis, Virginia Tech, 2000. http://hdl.handle.net/10919/36320.

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Statistics released in the fall 1989 showed that 238,357 (41%) of the nation's 577,710 bridges are either structurally deficient or functionally obsolete. New materials, such as fiber reinforced polymeric composites (FRP), are being suggested for use in bridge systems to solve some of the current problems. These materials are thought to be less affected by corrosive environmental conditions than conventional civil engineering materials. Therefore they may require less maintenance and provide longer life spans. More specifically, glass fiber reinforced vinyl ester matrix composites are cons

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2

Ahamdi, Hossein. "Concrete Bridge Deck Aging, Inspection and Maintenance." University of Toledo / OhioLINK, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1513292224089599.

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3

Adams, Michael A. "Comparison of Crack Performance of Structural Slab Bridge Decks with Stringer Supported Bridge Decks." University of Akron / OhioLINK, 2011. http://rave.ohiolink.edu/etdc/view?acc_num=akron1304455595.

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4

Shearrer, Andrew Joseph. "Sustainable and durable bridge decks." Thesis, Kansas State University, 2014. http://hdl.handle.net/2097/17646.

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Master of Science<br>Department of Civil Engineering<br>Robert J. Peterman<br>Epoxy polymer overlays have been used for decades on existing bridge decks to protect the deck and extend its service life. The polymer overlay’s ability to seal a bridge deck is now being specified for new construction. Questions exist about the amount of drying time needed to achieve an acceptable concrete moisture content to ensure an adequate bond to the polymer overlay. Current Kansas Department of Transportation (KDOT) specifications for new bridge decks call a 14 day wet curing period followed by 21 days of dr

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5

Peralta, David Fernando. "Non-destructive evaluation of bridge decks." Thesis, Massachusetts Institute of Technology, 1997. http://hdl.handle.net/1721.1/10396.

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Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 1997.<br>Includes bibliographical references (leaves 100-101).<br>by David Fernando Peralta.<br>M.S.

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6

Saleem, Muhammad A. "Alternatives to Steel Grid Bridge Decks." FIU Digital Commons, 2011. http://digitalcommons.fiu.edu/etd/372.

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Most of the moveable bridges use open grid steel decks, because these are factory assembled, light-weight, and easy to install. Open grid steel decks, however, are not as skid resistant as solid decks. Costly maintenance, high noise levels, poor riding comfort and susceptibility to vibrations are among the other disadvantages of these decks. The major objective of this research was to develop alternative deck systems which weigh no more than 25 lb/ft2, have solid riding surface, are no more than 4-5 in. thick and are able to withstand prescribed loading. Three deck systems were considered in t

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7

Paulsson-Tralla, Johatan. "Service life of repaired concrete bridge decks." Doctoral thesis, KTH, Structural Engineering, 1999. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-2862.

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<p>Pre-mature deterioration of reinforced concrete causesproblems world-wide and the search for reliable cost effectiveand environmental friendly repairs is intense. The service lifeof the repaired structure is important in order to establishthe annual cost and environmental impact for differentalternatives. This doctoral thesis focuses on the service lifeof concrete bridge decks repaired with bonded concreteoverlays. The approach was broad and based on the performanceof a number of bridge decks after approximately ten years inservice. The main aims were to establish the overall servicelife an

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8

Burns, James P. A. "Dynamic modeling and monitoring of bridge decks." Thesis, University of Glasgow, 1986. http://theses.gla.ac.uk/1207/.

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9

Williamson, Gregory Scott. "Service Life Modeling of Virginia Bridge Decks." Diss., Virginia Tech, 2007. http://hdl.handle.net/10919/26594.

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A model to determine the time to the End of Functional Service Life (EFSL) for concrete bridge decks in Virginia was developed. The service life of Virginia bridge decks is controlled by chloride-induced corrosion of the reinforcing steel. Monte Carlo resampling techniques were used to integrate the statistical nature of the input variables into the model. This is an improvement on previous deterministic models in that the effect of highly variable input parameters is reflected in the service life estimations. The model predicts the time required for corrosion to initiate on 2% of the rein

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10

Baah, Prince. "Cracking Behavior of Structural Slab Bridge Decks." University of Akron / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=akron1417539467.

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11

Larsen, Erin P. "Service life determination of concrete bridge decks and bridge deck overlay systems." Thesis, This resource online, 1993. http://scholar.lib.vt.edu/theses/available/etd-07102009-040315/.

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12

Tuttle, Robert S. "Condition Analysis of Concrete Bridge Decks in Utah." Diss., CLICK HERE for online access, 2005. http://contentdm.lib.byu.edu/ETD/image/etd853.pdf.

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13

Wattanadechachan, Prapun. "Durability of wearing surface for FRP bridge decks." Related electronic resource: Current Research at SU : database of SU dissertations, recent titles available full text, 2005. http://wwwlib.umi.com/cr/syr/main.

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14

Mohamed, Tarek Kamal Hassan. "Behaviour of concrete bridge decks reinforced with FRP." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0002/MQ41745.pdf.

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15

Nelson, James Lee. "Behavior of GFRP Bridge Decks for Highway Bridges." NCSU, 2005. http://www.lib.ncsu.edu/theses/available/etd-12022005-144948/.

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This research presents the results of an experimental program undertaken at the North Carolina State University (NCSU) Constructed Facilities Laboratory (CFL) to evaluate the performance of a new innovative glass fiber reinforced polymer (GFRP) bridge deck. This bridge deck is produced commercially by Martin Marietta Composites of Raleigh, NC under the trade name of DuraSpan. The experimental program involved examining the behavior of 5.00 inch deep and 7.66 inch deep DuraSpan bridge deck profiles. The program included numerous quasi-static flexural tests, testing of connection details to faci

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16

Wei, Xiangmin. "GPR data processing for reinforced concrete bridge decks." Diss., Georgia Institute of Technology, 2014. http://hdl.handle.net/1853/53066.

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In this thesis, several aspects of GPR data processing for RC bridge decks are studied. First, autofocusing techniques are proposed to replace the previous expensive and unreliable human visual inspections during the iterative migration process for the estimation of the velocity/dielectric permittivity distribution from GPR data. Second, F-K filtering with dip relaxation is proposed for interference removal that is important for both imaging and the performance of post-processing techniques including autofocusing techniques and CS-based migration studied in this thesis. The targeted interferes

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17

El-Said, Hassan Mohamed. "Performance of steel bridge decks with polymer screeds." Thesis, University of Salford, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.305156.

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18

Bakeri, Pavan Anil. "Analysis and design of polymer composite bridge decks." Thesis, Massachusetts Institute of Technology, 1989. http://hdl.handle.net/1721.1/14350.

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19

Law, S. S. "Structural integrity assessment of reinforced concrete bridge decks." Thesis, University of Bristol, 1992. http://hdl.handle.net/1983/fbb60057-359b-47f7-8359-c3404144ccb5.

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20

Menkulasi, Fatmir. "Horizontal Shear Connectors for Precast Prestressed Bridge Decks." Thesis, Virginia Tech, 2002. http://hdl.handle.net/10919/34713.

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The full-width, full-depth precast panel system is very convenient for rehabilitation of deteriorated decks as well as for new bridge construction. The horizontal shear strength at the interface between the two interconnected elements is of primary importance in order to provide composite action. The strength of the bond between the two precast members should be high enough to prevent any progressive slip from taking place. Flexural strength, shear strength and deflection characteristics all depend on the satisfactory performance of the interface to provide composite action. However, the case

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21

GANESH, PRAKASH. "TRANSVERSE CRACKING OF HIGH PERFORMANCE CONCRETE BRIDGE DECKS." University of Cincinnati / OhioLINK, 2006. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1163737229.

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22

Ganapuram, Saikrishna K. "Quantification of Cracks in Reinforced Concrete Bridge Decks." University of Akron / OhioLINK, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=akron1386955399.

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23

Baxter, Jared Scott. "Vertical Electrical Impedance Measurements of Concrete Bridge Decks." BYU ScholarsArchive, 2019. https://scholarsarchive.byu.edu/etd/9106.

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This research focuses on the creation, validation, automation, and deployment of a nondestructive vertical electrical impedance (VEI) bridge deck assessment apparatus. A multichannel impedance analyzer with a moving platform is developed that can assess the deterioration state of a bridge deck without stationary traffic control. The multichannel apparatus is capable of taking over 500 impedance samples a second and can scan a bridge deck over 500 times faster than more traditional techniques. This research also shows VEI measurements are inversely proportional to the diffusivity of ions throug

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24

Chera, Indumathi. "Crack detection technique for reinforced concrete bridge decks." Morgantown, W. Va. : [West Virginia University Libraries], 2003. https://etd.wvu.edu/etd/controller.jsp?moduleName=documentdata&jsp%5FetdId=3255.

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Thesis (M.S.)--West Virginia University, 2003<br>Title from document title page. Document formatted into pages; contains xii, 130 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 105-110).

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25

Not, Known Not Known. "Modelling of comprehensive membrane action in concrete bridge decks." Thesis, Queen's University Belfast, 2008. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.492263.

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The objective of my thesis is to enhance the understanding of compressive membrane action (arching action) in concrete slabs with special relevance to composite bridge deck slabs. Compressive membrane action is a common structural phenomenon in laterally restrained concrete slabs and enhances the loading capacity of laterally restrained slabs due to in-plane thrust derived from the restraint offered by the boundary conditions. The aim of this research is to establish the behaviour of bridge deck slabs using the nonlinear finite element method and experimental tests. More and more bridges built

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26

Gama, Nuno. "Durability of epoxy polymer concrete overlays for bridge decks." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0025/MQ50607.pdf.

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27

Gama, Nuno 1974. "Durability of epoxy polymer concrete overlays for bridge decks." Thesis, McGill University, 1999. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=21293.

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Epoxy-based flexible polymer concrete overlays have been used in the past 15 years in North America to protect the bridge deck from deterioration, to extend the service life, and to improve skid resistant of the riding surface. While 15 years of field applications have demonstrated the effectiveness of the protection offered by the technique, cracking and delamination failures have also been observed.<br>The purpose of the research reported herein is to understand the mechanism of durability failure of the epoxy polymer concrete overlay system. The tests conducted were water permeability, chlo

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28

MicÌicÌ, Tatjana. "Procedures for reliability based assessment of highway bridge decks." Thesis, Imperial College London, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.339152.

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29

Prosper, David 1970. "Automated detection of wave velocities in concrete bridge decks." Thesis, Massachusetts Institute of Technology, 1998. http://hdl.handle.net/1721.1/46142.

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30

Ghasemi, Sahar. "Innovative Modular High Performance Lightweight Decks for Accelerated Bridge Construction." FIU Digital Commons, 2015. http://digitalcommons.fiu.edu/etd/2248.

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At an average age of 42 years, 10% of the nation’s over 607,000 bridges are posted for load restrictions, with an additional 15% considered structurally deficient or functionally obsolete. While there are major concerns with decks in 75% of structurally deficient bridges, often weight and geometry of the deck further limit the load rating and functionality of the bridge. Traditional deck systems and construction methods usually lead to prolonged periods of traffic delays, limiting options for transportation agencies to replace or widen a bridge, especially in urban areas. The purpose of this s

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31

Kaul, Vibhu. "Free vibration analysis of continuous orthotropic plates and bridge decks." Thesis, University of Ottawa (Canada), 1986. http://hdl.handle.net/10393/4821.

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32

Umphrey, Joshua Matthew Ramey George E. "Documentation of the rapid replacement of four GDOT bridge decks." Auburn, Ala., 2006. http://repo.lib.auburn.edu/2006%20Spring/master's/UMPHREY_JOSHUA_33.pdf.

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33

Rubin, Ariel. "Strenghtening of reinforced concrete bridge decks with carbon fiber composites." Thesis, Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/19320.

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34

Kuemmerle, Daniel Lange. "Strengthening of concrete bridge decks using carbon-based composite materials." Thesis, Georgia Institute of Technology, 1999. http://hdl.handle.net/1853/20694.

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35

Hebdon, Aubrey Lynne. "Evaluation of Concrete Bridge Decks Comprising Twisted Steel Micro Rebar." BYU ScholarsArchive, 2021. https://scholarsarchive.byu.edu/etd/8788.

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The objective of this research was to investigate the effects of twisted steel micro rebar (TSMR) fibers on 1) the mechanical properties of concrete used in bridge deck construction and 2) the early cracking behavior of concrete bridge decks. This research involved the evaluation of four newly constructed bridge decks through a series of laboratory and field tests. At each location, one deck was constructed using a conventional concrete mixture without TSMR, and one was constructed using the same conventional concrete mixture with an addition of 40 lb of TSMR per cubic yard of concrete. Regard

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36

Roychoudhury, Pratik. "A life cycle cost estimation model for FRP bridge decks." Morgantown, W. Va. : [West Virginia University Libraries], 2001. http://etd.wvu.edu/templates/showETD.cfm?recnum=1964.

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Thesis (M.S.)--West Virginia University, 2001.<br>Title from document title page. Document formatted into pages; contains vii, 94 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 93-94).

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37

Coselli, Christin Jennifer. "Behavior of bridge decks with precast panels at expansion joints /." Full-text Adobe Acrobat (PDF) file, 2004. http://www.engr.utexas.edu/research/fsel/FSEL_reports/Thesis/Coselli,%20Christin.pdf.

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38

Fan, Dayong. "Durability studies of high performance concrete used for bridge decks." Morgantown, W. Va. : [West Virginia University Libraries], 2005. https://etd.wvu.edu/etd/controller.jsp?moduleName=documentdata&jsp%5FetdId=3911.

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Thesis (M.S.)--West Virginia University, 2005.<br>Title from document title page. Document formatted into pages; contains xi, 79, [30] p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 75-79).

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39

De, Leon John Taani. "Effects of Surface Treatments on National Bridge Inventory Condition Ratings for Concrete Bridge Decks in Utah." BYU ScholarsArchive, 2018. https://scholarsarchive.byu.edu/etd/6736.

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Although the application of surface treatments on bridge decks is expected to positively impact bridge deck condition, the effectiveness of specific surface treatments on extending bridge deck life has not yet been quantified on Utah bridge decks. Therefore, the objectives of this research were to develop and analyze deterioration curves for bare concrete bridge decks and decks with specific treatments commonly used in Utah. The scope of this study was determined by the types and extent of electronically available data, including selected static inventory information; maintenance, rehabilitati

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40

Hon, Alan 1976. "Compressive membrane action in reinforced concrete beam-and-slab bridge decks." Monash University, Dept. of Civil Engineering, 2003. http://arrow.monash.edu.au/hdl/1959.1/5629.

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41

Pousette, Anna. "Testing and finite element modeling of wooden stairs and bridge decks." Licentiate thesis, Luleå, 2002. http://epubl.luth.se/1402-1757/2002/08/index.html.

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42

Sugioka, Koichi. "Life cycle evaluation of fatigue mitigation for orthotropic steel bridge decks." Thesis, University of Canterbury. Civil and Natural Resources Engineering, 2009. http://hdl.handle.net/10092/3232.

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Bridges with orthotropic steel decks have been built across the world over the past 60 years because they provide high strength and stiffness at a relatively low cost. However, a number of these bridges have sustained fatigue fractures. The investigation described in this thesis was carried out in order to identify cost-effective fatigue crack mitigation techniques by using the deck surfacing to reduce the stresses in the steel deck. Epoxy asphalt with an expanded metal mesh was investigated with small- and large-scale laboratory tests. Finite element analyses were also performed. The small sc

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43

Vyas, Jignesh. "DEVELOPMENT OF A SIMPLIFIED FINITE ELEMENT APPROACH FOR FRP BRIDGE DECKS." Master's thesis, University of Central Florida, 2006. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/2875.

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Moveable bridges in Florida typically use open steel grid decks due to the weight limitations. However, these decks present rideability, environmental, and maintenance problems, for they are typically less skid resistant than a solid riding surface, create loud noises, and allow debris to fall through the grids. Replacing open steel grid decks that are commonly used in moveable bridges with a low-profile FRP deck can improve rider safety and reduce maintenance costs, while satisfying the strict weight requirement for such bridges. The performance of the new deck system, which includes fatigue

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44

Bueno, Jorge García-Brioles, and Gustavo Zelmanovitz Ciulla. "Structural Optimization of Bridge Cantilever Decks : Applications of an Automated Design." Thesis, KTH, Bro- och stålbyggnad, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-232735.

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Civil engineering projects involve great investments and great impacts. For that reason,engineers have a commitment with an efficient and optimal use of resources. Researchers inuniversities claim that a lot could be achieved by applying structural optimization into realprojects, even though this approach has not gained the same popularity in the industry over thelast decades.The purpose of the present thesis is to explore the possibilities offered by structural optimizationand to verify its applicability in realistic and complex structural engineering problems. Amongthe questions regarding de

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45

Kyle, Nathan Lawrence. "Subsidence Cracking of Concrete Over Steel Reinforcement Bar in Bridge Decks." Thesis, Virginia Tech, 2001. http://hdl.handle.net/10919/33129.

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It is known that subsidence cracking may cause premature deterioration of concrete slab structures in salt laden environments. Chlorides from either deicing salts or marine environments may cause chloride-induced corrosion of the reinforcing steel resulting in spalling of the cover concrete. Concrete specimens with 16 mm (# 5) diameter bars were cast with various cover depths, bar spacing and two concrete mixture types to determine the influence that epoxy coated reinforcement, cement type and bar spacing may have on the probability of subsidence cracking in bridge deck slabs. It was determ

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46

Yuan, Hao. "Optimization of Rib-To-Deck Welds for Steel Orthotropic Bridge Decks." Thesis, Virginia Tech, 2011. http://hdl.handle.net/10919/35935.

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Orthotropic steel deck has been widely used over the decades especially on long-span bridges due to its light weight and fast construction. However fatigue cracking problems on the welds have been observed in many countries. Rib-to-deck welds need special care since they are directly under wheel loads, which cause large local stress variations and stress reversals. <p> Currently the only requirement by AASHTO bridge code is that the rib-to-deck welds need to be fabricated as one-sided partial penetration welds with minimum penetration of 80% into the rib wall thickness. However considering

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47

Mohi, Amal A. "Performance Evaluation of Pavement Markings on Portland Cement Concrete Bridge Decks." University of Akron / OhioLINK, 2009. http://rave.ohiolink.edu/etdc/view?acc_num=akron1238350586.

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48

SAPROO, MONIKA. "TRANSVERSE CRACKING OF BRIDGE DECKS - INFLUENCE OF TEMPERATURE AND RESTRAINED SHRINKAGE." University of Cincinnati / OhioLINK, 2003. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1060898267.

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49

Alice, Sommerville Elizabeth. "Selection of High Performance Repair Materials for Pavements and Bridge Decks." Cleveland State University / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=csu1399390780.

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50

Essili, Mohamed. "Control of Early Age Shrinkage Cracking in Reinforced Concrete Bridge Decks." University of Akron / OhioLINK, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=akron1502447504502314.

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