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You searched for subject:(epoxy coated). Showing records 1 – 14 of 14 total matches.

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Texas A&M University

1. Goldsberry, Reece Keith. Electrochemical Evaluation of Self-Healing Epoxy Coated Rebar in Simulated Concrete Pore Solution.

Degree: MS, Materials Science and Engineering, 2019, Texas A&M University

 The use of epoxy-coated rebar (ECR) has become a major form of protection for reinforcing steel in concrete bridges in North America. ECR has been… (more)

Subjects/Keywords: Epoxy coated rebar; Corrosion inhibitor

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Goldsberry, R. K. (2019). Electrochemical Evaluation of Self-Healing Epoxy Coated Rebar in Simulated Concrete Pore Solution. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/184992

Chicago Manual of Style (16th Edition):

Goldsberry, Reece Keith. “Electrochemical Evaluation of Self-Healing Epoxy Coated Rebar in Simulated Concrete Pore Solution.” 2019. Masters Thesis, Texas A&M University. Accessed July 09, 2020. http://hdl.handle.net/1969.1/184992.

MLA Handbook (7th Edition):

Goldsberry, Reece Keith. “Electrochemical Evaluation of Self-Healing Epoxy Coated Rebar in Simulated Concrete Pore Solution.” 2019. Web. 09 Jul 2020.

Vancouver:

Goldsberry RK. Electrochemical Evaluation of Self-Healing Epoxy Coated Rebar in Simulated Concrete Pore Solution. [Internet] [Masters thesis]. Texas A&M University; 2019. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/1969.1/184992.

Council of Science Editors:

Goldsberry RK. Electrochemical Evaluation of Self-Healing Epoxy Coated Rebar in Simulated Concrete Pore Solution. [Masters Thesis]. Texas A&M University; 2019. Available from: http://hdl.handle.net/1969.1/184992


Texas A&M University

2. Goldsberry, Reece Keith. Electrochemical Evaluation of Self-Healing Epoxy Coated Rebar in Simulated Concrete Pore Solution.

Degree: MS, Materials Science and Engineering, 2019, Texas A&M University

 The use of epoxy-coated rebar (ECR) has become a major form of protection for reinforcing steel in concrete bridges in North America. ECR has been… (more)

Subjects/Keywords: Epoxy coated rebar; Corrosion inhibitor

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APA (6th Edition):

Goldsberry, R. K. (2019). Electrochemical Evaluation of Self-Healing Epoxy Coated Rebar in Simulated Concrete Pore Solution. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/184995

Chicago Manual of Style (16th Edition):

Goldsberry, Reece Keith. “Electrochemical Evaluation of Self-Healing Epoxy Coated Rebar in Simulated Concrete Pore Solution.” 2019. Masters Thesis, Texas A&M University. Accessed July 09, 2020. http://hdl.handle.net/1969.1/184995.

MLA Handbook (7th Edition):

Goldsberry, Reece Keith. “Electrochemical Evaluation of Self-Healing Epoxy Coated Rebar in Simulated Concrete Pore Solution.” 2019. Web. 09 Jul 2020.

Vancouver:

Goldsberry RK. Electrochemical Evaluation of Self-Healing Epoxy Coated Rebar in Simulated Concrete Pore Solution. [Internet] [Masters thesis]. Texas A&M University; 2019. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/1969.1/184995.

Council of Science Editors:

Goldsberry RK. Electrochemical Evaluation of Self-Healing Epoxy Coated Rebar in Simulated Concrete Pore Solution. [Masters Thesis]. Texas A&M University; 2019. Available from: http://hdl.handle.net/1969.1/184995


University of Minnesota

3. Mills, Connor. Anchorage of Epoxy-Coated Rebar Using Chemical Adhesives.

Degree: MS, Civil Engineering, 2018, University of Minnesota

 Post-installed reinforcement is used to connect a new concrete member to an existing concrete structure. Typically, uncoated rebar post-installed with a chemical adhesive is used… (more)

Subjects/Keywords: Anchorage; Bond; Epoxy-coated; Post-installed; Rebar

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APA (6th Edition):

Mills, C. (2018). Anchorage of Epoxy-Coated Rebar Using Chemical Adhesives. (Masters Thesis). University of Minnesota. Retrieved from http://hdl.handle.net/11299/202409

Chicago Manual of Style (16th Edition):

Mills, Connor. “Anchorage of Epoxy-Coated Rebar Using Chemical Adhesives.” 2018. Masters Thesis, University of Minnesota. Accessed July 09, 2020. http://hdl.handle.net/11299/202409.

MLA Handbook (7th Edition):

Mills, Connor. “Anchorage of Epoxy-Coated Rebar Using Chemical Adhesives.” 2018. Web. 09 Jul 2020.

Vancouver:

Mills C. Anchorage of Epoxy-Coated Rebar Using Chemical Adhesives. [Internet] [Masters thesis]. University of Minnesota; 2018. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/11299/202409.

Council of Science Editors:

Mills C. Anchorage of Epoxy-Coated Rebar Using Chemical Adhesives. [Masters Thesis]. University of Minnesota; 2018. Available from: http://hdl.handle.net/11299/202409


University of Kansas

4. Draper, Jason Leigh. Evaluation of Multiple Corrosion Protection Systems for Reinforced Concrete Bridge Decks.

Degree: M.E., Civil, Environmental, & Architectural Engineering, 2009, University of Kansas

 Chloride-induced corrosion is one of the leading causes of premature serviceability failure in reinforced concrete bridge decks. In an effort to mitigate the effect of… (more)

Subjects/Keywords: Civil engineering; Chlorides; Concrete; Corrosion; Corrosion protection systems; Epoxy disbondment; Epoxy-coated reinforcement

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APA (6th Edition):

Draper, J. L. (2009). Evaluation of Multiple Corrosion Protection Systems for Reinforced Concrete Bridge Decks. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/5706

Chicago Manual of Style (16th Edition):

Draper, Jason Leigh. “Evaluation of Multiple Corrosion Protection Systems for Reinforced Concrete Bridge Decks.” 2009. Masters Thesis, University of Kansas. Accessed July 09, 2020. http://hdl.handle.net/1808/5706.

MLA Handbook (7th Edition):

Draper, Jason Leigh. “Evaluation of Multiple Corrosion Protection Systems for Reinforced Concrete Bridge Decks.” 2009. Web. 09 Jul 2020.

Vancouver:

Draper JL. Evaluation of Multiple Corrosion Protection Systems for Reinforced Concrete Bridge Decks. [Internet] [Masters thesis]. University of Kansas; 2009. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/1808/5706.

Council of Science Editors:

Draper JL. Evaluation of Multiple Corrosion Protection Systems for Reinforced Concrete Bridge Decks. [Masters Thesis]. University of Kansas; 2009. Available from: http://hdl.handle.net/1808/5706

5. Mathiazhagan, A; Dr.Rani,Joseph. Investigations on Dezincification of Brass and Epoxy Coated Brass.

Degree: 2011, Cochin University of Science and Technology

Brasses are widely used as constructional materials in marine environment due to their anticorrosive,antifouling and mechanical properties.However, its resistance to corrosion and fouling may vary… (more)

Subjects/Keywords: Dezincification; Brass; Epoxy Coated Brass; Corrosion process; Surface characteristics

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APA (6th Edition):

Mathiazhagan, A. D. R. (2011). Investigations on Dezincification of Brass and Epoxy Coated Brass. (Thesis). Cochin University of Science and Technology. Retrieved from http://dyuthi.cusat.ac.in/purl/2367

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Mathiazhagan, A; Dr Rani,Joseph. “Investigations on Dezincification of Brass and Epoxy Coated Brass.” 2011. Thesis, Cochin University of Science and Technology. Accessed July 09, 2020. http://dyuthi.cusat.ac.in/purl/2367.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Mathiazhagan, A; Dr Rani,Joseph. “Investigations on Dezincification of Brass and Epoxy Coated Brass.” 2011. Web. 09 Jul 2020.

Vancouver:

Mathiazhagan ADR. Investigations on Dezincification of Brass and Epoxy Coated Brass. [Internet] [Thesis]. Cochin University of Science and Technology; 2011. [cited 2020 Jul 09]. Available from: http://dyuthi.cusat.ac.in/purl/2367.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Mathiazhagan ADR. Investigations on Dezincification of Brass and Epoxy Coated Brass. [Thesis]. Cochin University of Science and Technology; 2011. Available from: http://dyuthi.cusat.ac.in/purl/2367

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

6. Bateman, Kaylee Dee. Estimating Phase Durations for Chloride-Induced Corrosion Damage of Concrete Bridge Decks in Utah.

Degree: MS, 2019, Brigham Young University

 Chloride-induced deterioration of concrete bridge decks can be described in terms of three phases: 1) initiation of rebar corrosion, 2) rust formation and development of… (more)

Subjects/Keywords: asphalt overlay; chloride concentration; concrete bridge deck; delamination; epoxy-coated bar; polymer overlay

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APA (6th Edition):

Bateman, K. D. (2019). Estimating Phase Durations for Chloride-Induced Corrosion Damage of Concrete Bridge Decks in Utah. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=8369&context=etd

Chicago Manual of Style (16th Edition):

Bateman, Kaylee Dee. “Estimating Phase Durations for Chloride-Induced Corrosion Damage of Concrete Bridge Decks in Utah.” 2019. Masters Thesis, Brigham Young University. Accessed July 09, 2020. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=8369&context=etd.

MLA Handbook (7th Edition):

Bateman, Kaylee Dee. “Estimating Phase Durations for Chloride-Induced Corrosion Damage of Concrete Bridge Decks in Utah.” 2019. Web. 09 Jul 2020.

Vancouver:

Bateman KD. Estimating Phase Durations for Chloride-Induced Corrosion Damage of Concrete Bridge Decks in Utah. [Internet] [Masters thesis]. Brigham Young University; 2019. [cited 2020 Jul 09]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=8369&context=etd.

Council of Science Editors:

Bateman KD. Estimating Phase Durations for Chloride-Induced Corrosion Damage of Concrete Bridge Decks in Utah. [Masters Thesis]. Brigham Young University; 2019. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=8369&context=etd


Virginia Tech

7. Abbas, Ebrahim K. Corrosion Assessment for Failed Bridge Deck Closure Pour.

Degree: MS, Civil Engineering, 2011, Virginia Tech

 Corrosion of reinforcing steel in concrete is a significant problem around the world. In the United States, there are approximately 600,000 bridges. From those bridges… (more)

Subjects/Keywords: Epoxy Coated Reinforcement (ECR); Unrestrained Shrinkage; Restrained Shrinkage; Bridge Deck; Prediction Models

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APA (6th Edition):

Abbas, E. K. (2011). Corrosion Assessment for Failed Bridge Deck Closure Pour. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36352

Chicago Manual of Style (16th Edition):

Abbas, Ebrahim K. “Corrosion Assessment for Failed Bridge Deck Closure Pour.” 2011. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/36352.

MLA Handbook (7th Edition):

Abbas, Ebrahim K. “Corrosion Assessment for Failed Bridge Deck Closure Pour.” 2011. Web. 09 Jul 2020.

Vancouver:

Abbas EK. Corrosion Assessment for Failed Bridge Deck Closure Pour. [Internet] [Masters thesis]. Virginia Tech; 2011. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/36352.

Council of Science Editors:

Abbas EK. Corrosion Assessment for Failed Bridge Deck Closure Pour. [Masters Thesis]. Virginia Tech; 2011. Available from: http://hdl.handle.net/10919/36352


University of Kansas

8. Xing, Lihua. Evaluation of Multiple Corrrosion Protection Systems and Corrosion Inhibitors for Reinforced Concrete Bridge Decks.

Degree: D.Eng., Civil, Environmental, & Architectural Engineering, 2010, University of Kansas

 The corrosion performance of different corrosion protection systems is evaluated using the mortar-wrapped rapid macrocell test, bench-scale tests (the Southern Exposure, cracked beam, and ASTM… (more)

Subjects/Keywords: Civil engineering; Chloride threshold; Concrete; Corrosion inhibitor; Epoxy coating; Multiple corrosion protection systems; Zinc-coated steel

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Xing, L. (2010). Evaluation of Multiple Corrrosion Protection Systems and Corrosion Inhibitors for Reinforced Concrete Bridge Decks. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/6270

Chicago Manual of Style (16th Edition):

Xing, Lihua. “Evaluation of Multiple Corrrosion Protection Systems and Corrosion Inhibitors for Reinforced Concrete Bridge Decks.” 2010. Doctoral Dissertation, University of Kansas. Accessed July 09, 2020. http://hdl.handle.net/1808/6270.

MLA Handbook (7th Edition):

Xing, Lihua. “Evaluation of Multiple Corrrosion Protection Systems and Corrosion Inhibitors for Reinforced Concrete Bridge Decks.” 2010. Web. 09 Jul 2020.

Vancouver:

Xing L. Evaluation of Multiple Corrrosion Protection Systems and Corrosion Inhibitors for Reinforced Concrete Bridge Decks. [Internet] [Doctoral dissertation]. University of Kansas; 2010. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/1808/6270.

Council of Science Editors:

Xing L. Evaluation of Multiple Corrrosion Protection Systems and Corrosion Inhibitors for Reinforced Concrete Bridge Decks. [Doctoral Dissertation]. University of Kansas; 2010. Available from: http://hdl.handle.net/1808/6270


University of Akron

9. Baah, Prince. Cracking Behavior of Structural Slab Bridge Decks.

Degree: PhD, Civil Engineering, 2014, University of Akron

 Bridge deck cracking is a common problem throughout the United States, and it affects the durability and service life of concrete bridges. Several departments of… (more)

Subjects/Keywords: Engineering; Structural slab bridges, bridge deck cracking, crack widths, epoxy coated bars, load testing, chloride content

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APA (6th Edition):

Baah, P. (2014). Cracking Behavior of Structural Slab Bridge Decks. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1417539467

Chicago Manual of Style (16th Edition):

Baah, Prince. “Cracking Behavior of Structural Slab Bridge Decks.” 2014. Doctoral Dissertation, University of Akron. Accessed July 09, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=akron1417539467.

MLA Handbook (7th Edition):

Baah, Prince. “Cracking Behavior of Structural Slab Bridge Decks.” 2014. Web. 09 Jul 2020.

Vancouver:

Baah P. Cracking Behavior of Structural Slab Bridge Decks. [Internet] [Doctoral dissertation]. University of Akron; 2014. [cited 2020 Jul 09]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1417539467.

Council of Science Editors:

Baah P. Cracking Behavior of Structural Slab Bridge Decks. [Doctoral Dissertation]. University of Akron; 2014. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1417539467


Virginia Tech

10. Pyc, Wioleta Agata. Field Performance of Epoxy-Coated Reinforcing Steel in Virginia Bridge Decks.

Degree: PhD, Civil Engineering, 1998, Virginia Tech

 The corrosion protection performance of epoxy-coated reinforcing steel (ECR) was evaluated in 18 concrete bridge decks in Virginia in 1997. The decks were 2 to… (more)

Subjects/Keywords: adhesion; concrete; bridge decks; epoxy-coated reinforcement (ECR)

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APA (6th Edition):

Pyc, W. A. (1998). Field Performance of Epoxy-Coated Reinforcing Steel in Virginia Bridge Decks. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/29399

Chicago Manual of Style (16th Edition):

Pyc, Wioleta Agata. “Field Performance of Epoxy-Coated Reinforcing Steel in Virginia Bridge Decks.” 1998. Doctoral Dissertation, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/29399.

MLA Handbook (7th Edition):

Pyc, Wioleta Agata. “Field Performance of Epoxy-Coated Reinforcing Steel in Virginia Bridge Decks.” 1998. Web. 09 Jul 2020.

Vancouver:

Pyc WA. Field Performance of Epoxy-Coated Reinforcing Steel in Virginia Bridge Decks. [Internet] [Doctoral dissertation]. Virginia Tech; 1998. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/29399.

Council of Science Editors:

Pyc WA. Field Performance of Epoxy-Coated Reinforcing Steel in Virginia Bridge Decks. [Doctoral Dissertation]. Virginia Tech; 1998. Available from: http://hdl.handle.net/10919/29399


Virginia Tech

11. Kyle, Nathan Lawrence. Subsidence Cracking of Concrete Over Steel Reinforcement Bar in Bridge Decks.

Degree: MS, Civil Engineering, 2001, Virginia Tech

 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… (more)

Subjects/Keywords: epoxy coated; concrete clear cover; cracking; settlement; Subsidence

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APA (6th Edition):

Kyle, N. L. (2001). Subsidence Cracking of Concrete Over Steel Reinforcement Bar in Bridge Decks. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33129

Chicago Manual of Style (16th Edition):

Kyle, Nathan Lawrence. “Subsidence Cracking of Concrete Over Steel Reinforcement Bar in Bridge Decks.” 2001. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/33129.

MLA Handbook (7th Edition):

Kyle, Nathan Lawrence. “Subsidence Cracking of Concrete Over Steel Reinforcement Bar in Bridge Decks.” 2001. Web. 09 Jul 2020.

Vancouver:

Kyle NL. Subsidence Cracking of Concrete Over Steel Reinforcement Bar in Bridge Decks. [Internet] [Masters thesis]. Virginia Tech; 2001. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/33129.

Council of Science Editors:

Kyle NL. Subsidence Cracking of Concrete Over Steel Reinforcement Bar in Bridge Decks. [Masters Thesis]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/33129

12. Satola, Ilkka. The Axial Load-Displacement Behavior of Steel Strands Used in Rock Reinforcement.

Degree: 2007, Helsinki University of Technology

The aim of this thesis was to test and evaluate the load-displacement behavior of different types of grouted steel strands and rebar applicable to rock… (more)

Subjects/Keywords: rock reinforcement; steel strand; rebar; epoxy-coated steel strand; galvanized steel strand; pull-out tests; kallion lujitus; jännepunos; harjateräs; kuumasinkitty jännepunos; epoksipäällysteinen jännepunos; ulosvetokokeet

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APA (6th Edition):

Satola, I. (2007). The Axial Load-Displacement Behavior of Steel Strands Used in Rock Reinforcement. (Thesis). Helsinki University of Technology. Retrieved from http://lib.tkk.fi/Diss/2007/isbn9789512289738/

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Satola, Ilkka. “The Axial Load-Displacement Behavior of Steel Strands Used in Rock Reinforcement.” 2007. Thesis, Helsinki University of Technology. Accessed July 09, 2020. http://lib.tkk.fi/Diss/2007/isbn9789512289738/.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Satola, Ilkka. “The Axial Load-Displacement Behavior of Steel Strands Used in Rock Reinforcement.” 2007. Web. 09 Jul 2020.

Vancouver:

Satola I. The Axial Load-Displacement Behavior of Steel Strands Used in Rock Reinforcement. [Internet] [Thesis]. Helsinki University of Technology; 2007. [cited 2020 Jul 09]. Available from: http://lib.tkk.fi/Diss/2007/isbn9789512289738/.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Satola I. The Axial Load-Displacement Behavior of Steel Strands Used in Rock Reinforcement. [Thesis]. Helsinki University of Technology; 2007. Available from: http://lib.tkk.fi/Diss/2007/isbn9789512289738/

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Virginia Tech

13. Wheeler, Megan Caroline. Parameters Influencing the Corrosion Protection Service Life of Epoxy Coated Reinforcing Steel in Virginia Bridge Decks.

Degree: MS, Civil Engineering, 2003, Virginia Tech

 This study is an evaluation of epoxy coated reinforcing steel (ECR) and its ability to effectively provide corrosion protection in reinforced concrete highway bridge decks.… (more)

Subjects/Keywords: concrete; glass transition temperature; corrosion; bridge decks; epoxy coated reinforcing steel (ECR)

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Wheeler, M. C. (2003). Parameters Influencing the Corrosion Protection Service Life of Epoxy Coated Reinforcing Steel in Virginia Bridge Decks. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/9687

Chicago Manual of Style (16th Edition):

Wheeler, Megan Caroline. “Parameters Influencing the Corrosion Protection Service Life of Epoxy Coated Reinforcing Steel in Virginia Bridge Decks.” 2003. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/9687.

MLA Handbook (7th Edition):

Wheeler, Megan Caroline. “Parameters Influencing the Corrosion Protection Service Life of Epoxy Coated Reinforcing Steel in Virginia Bridge Decks.” 2003. Web. 09 Jul 2020.

Vancouver:

Wheeler MC. Parameters Influencing the Corrosion Protection Service Life of Epoxy Coated Reinforcing Steel in Virginia Bridge Decks. [Internet] [Masters thesis]. Virginia Tech; 2003. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/9687.

Council of Science Editors:

Wheeler MC. Parameters Influencing the Corrosion Protection Service Life of Epoxy Coated Reinforcing Steel in Virginia Bridge Decks. [Masters Thesis]. Virginia Tech; 2003. Available from: http://hdl.handle.net/10919/9687


Brigham Young University

14. Pinkerton, Thad Marshall. Sensitivity of Half-Cell Potential Measurements to Properties of Concrete Bridge Decks.

Degree: MS, 2007, Brigham Young University

 Half-cell potential testing has been recommended as a non-destructive method for assessing the corrosion potential of reinforcing steel in concrete bridge decks. The technique is… (more)

Subjects/Keywords: age; black bar; chloride concentration; concrete; concrete bridge decks; concrete cover thickness; corrosion; epoxy-coated; half-cell; position; reinforcement; temperature; treatment; Civil and Environmental Engineering

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APA (6th Edition):

Pinkerton, T. M. (2007). Sensitivity of Half-Cell Potential Measurements to Properties of Concrete Bridge Decks. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2257&context=etd

Chicago Manual of Style (16th Edition):

Pinkerton, Thad Marshall. “Sensitivity of Half-Cell Potential Measurements to Properties of Concrete Bridge Decks.” 2007. Masters Thesis, Brigham Young University. Accessed July 09, 2020. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2257&context=etd.

MLA Handbook (7th Edition):

Pinkerton, Thad Marshall. “Sensitivity of Half-Cell Potential Measurements to Properties of Concrete Bridge Decks.” 2007. Web. 09 Jul 2020.

Vancouver:

Pinkerton TM. Sensitivity of Half-Cell Potential Measurements to Properties of Concrete Bridge Decks. [Internet] [Masters thesis]. Brigham Young University; 2007. [cited 2020 Jul 09]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2257&context=etd.

Council of Science Editors:

Pinkerton TM. Sensitivity of Half-Cell Potential Measurements to Properties of Concrete Bridge Decks. [Masters Thesis]. Brigham Young University; 2007. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2257&context=etd

.