Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for subject:(Reinforced concrete Corrosion). Showing records 1 – 30 of 150 total matches.

[1] [2] [3] [4] [5]

Search Limiters

Last 2 Years | English Only

Degrees

Levels

Languages

Country

▼ Search Limiters


Oregon State University

1. Mazarei, Vandad. Synergistic Effects of Alkali Silica Reaction (ASR) and Fly Ash on the Corrosion Characteristics of Reinforced Concrete Systems.

Degree: MS, Civil Engineering, 2015, Oregon State University

 Alkali silica reaction (ASR) and corrosion of reinforcement are two deterioration mechanisms in reinforced concrete (RC) structures. These deterioration mechanisms can significantly damage a RC… (more)

Subjects/Keywords: Corrosion; Reinforced concrete  – Corrosion

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mazarei, V. (2015). Synergistic Effects of Alkali Silica Reaction (ASR) and Fly Ash on the Corrosion Characteristics of Reinforced Concrete Systems. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/57962

Chicago Manual of Style (16th Edition):

Mazarei, Vandad. “Synergistic Effects of Alkali Silica Reaction (ASR) and Fly Ash on the Corrosion Characteristics of Reinforced Concrete Systems.” 2015. Masters Thesis, Oregon State University. Accessed June 24, 2019. http://hdl.handle.net/1957/57962.

MLA Handbook (7th Edition):

Mazarei, Vandad. “Synergistic Effects of Alkali Silica Reaction (ASR) and Fly Ash on the Corrosion Characteristics of Reinforced Concrete Systems.” 2015. Web. 24 Jun 2019.

Vancouver:

Mazarei V. Synergistic Effects of Alkali Silica Reaction (ASR) and Fly Ash on the Corrosion Characteristics of Reinforced Concrete Systems. [Internet] [Masters thesis]. Oregon State University; 2015. [cited 2019 Jun 24]. Available from: http://hdl.handle.net/1957/57962.

Council of Science Editors:

Mazarei V. Synergistic Effects of Alkali Silica Reaction (ASR) and Fly Ash on the Corrosion Characteristics of Reinforced Concrete Systems. [Masters Thesis]. Oregon State University; 2015. Available from: http://hdl.handle.net/1957/57962


Hong Kong University of Science and Technology

2. Cao, Chong. Modeling of interaction between corrosion-induced concrete cover crack and steel corrosion rate.

Degree: 2012, Hong Kong University of Science and Technology

 Chloride-induced corrosion of steel reinforcement in concrete may cause severe damage to RC structures. Longitudinal cover cracks may form during the rust expansion process. Currently,… (more)

Subjects/Keywords: Reinforced concrete  – Corrosion; Concrete  – Cracking; Steel  – Corrosion

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Cao, C. (2012). Modeling of interaction between corrosion-induced concrete cover crack and steel corrosion rate. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-b1198231 ; http://repository.ust.hk/ir/bitstream/1783.1-7748/1/th_redirect.html

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):

Cao, Chong. “Modeling of interaction between corrosion-induced concrete cover crack and steel corrosion rate.” 2012. Thesis, Hong Kong University of Science and Technology. Accessed June 24, 2019. https://doi.org/10.14711/thesis-b1198231 ; http://repository.ust.hk/ir/bitstream/1783.1-7748/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Cao, Chong. “Modeling of interaction between corrosion-induced concrete cover crack and steel corrosion rate.” 2012. Web. 24 Jun 2019.

Vancouver:

Cao C. Modeling of interaction between corrosion-induced concrete cover crack and steel corrosion rate. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2012. [cited 2019 Jun 24]. Available from: https://doi.org/10.14711/thesis-b1198231 ; http://repository.ust.hk/ir/bitstream/1783.1-7748/1/th_redirect.html.

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

Council of Science Editors:

Cao C. Modeling of interaction between corrosion-induced concrete cover crack and steel corrosion rate. [Thesis]. Hong Kong University of Science and Technology; 2012. Available from: https://doi.org/10.14711/thesis-b1198231 ; http://repository.ust.hk/ir/bitstream/1783.1-7748/1/th_redirect.html

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


Florida Atlantic University

3. Nazim, Manzurul. Corrosion Propagation of Rebar Embedded in High Performance Concrete.

Degree: MS, 2017, Florida Atlantic University

Summary: The FDOT has been using supplementary cementitious materials while constructing steel reinforced concrete marine bridge structures for over 3 decades. Previous findings indicated that… (more)

Subjects/Keywords: Reinforced concrete – Corrosion.; Reinforced concrete – Chemical resistance.; Reinforced concrete – Deterioration.; Concrete – Corrosion.; Concrete – Mechanical properties.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Nazim, M. (2017). Corrosion Propagation of Rebar Embedded in High Performance Concrete. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/fau/fd/FA00004941 ; (URL) http://purl.flvc.org/fau/fd/FA00004941

Chicago Manual of Style (16th Edition):

Nazim, Manzurul. “Corrosion Propagation of Rebar Embedded in High Performance Concrete.” 2017. Masters Thesis, Florida Atlantic University. Accessed June 24, 2019. http://purl.flvc.org/fau/fd/FA00004941 ; (URL) http://purl.flvc.org/fau/fd/FA00004941.

MLA Handbook (7th Edition):

Nazim, Manzurul. “Corrosion Propagation of Rebar Embedded in High Performance Concrete.” 2017. Web. 24 Jun 2019.

Vancouver:

Nazim M. Corrosion Propagation of Rebar Embedded in High Performance Concrete. [Internet] [Masters thesis]. Florida Atlantic University; 2017. [cited 2019 Jun 24]. Available from: http://purl.flvc.org/fau/fd/FA00004941 ; (URL) http://purl.flvc.org/fau/fd/FA00004941.

Council of Science Editors:

Nazim M. Corrosion Propagation of Rebar Embedded in High Performance Concrete. [Masters Thesis]. Florida Atlantic University; 2017. Available from: http://purl.flvc.org/fau/fd/FA00004941 ; (URL) http://purl.flvc.org/fau/fd/FA00004941


Stellenbosch University

4. Bezuidenhout, Schalk Ruan. Corrosion propagation in cracked reinforced concrete structures.

Degree: MEng, Civil Engineering, 2017, Stellenbosch University

ENGLISH ABSTRACT: The durability of a reinforced concrete (RC) structure is significantly influenced by the presence of cracks. Cracks act as pathways that accelerate the… (more)

Subjects/Keywords: Reinforced concrete  – Corrosion; Reinforced concrete  – Cracking; Corrosion rate; Reinforced concrete  – Testing; Stress corrosion; UCTD

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bezuidenhout, S. R. (2017). Corrosion propagation in cracked reinforced concrete structures. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/102853

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):

Bezuidenhout, Schalk Ruan. “Corrosion propagation in cracked reinforced concrete structures.” 2017. Thesis, Stellenbosch University. Accessed June 24, 2019. http://hdl.handle.net/10019.1/102853.

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

MLA Handbook (7th Edition):

Bezuidenhout, Schalk Ruan. “Corrosion propagation in cracked reinforced concrete structures.” 2017. Web. 24 Jun 2019.

Vancouver:

Bezuidenhout SR. Corrosion propagation in cracked reinforced concrete structures. [Internet] [Thesis]. Stellenbosch University; 2017. [cited 2019 Jun 24]. Available from: http://hdl.handle.net/10019.1/102853.

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

Council of Science Editors:

Bezuidenhout SR. Corrosion propagation in cracked reinforced concrete structures. [Thesis]. Stellenbosch University; 2017. Available from: http://hdl.handle.net/10019.1/102853

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


University of Waterloo

5. Azam, Rizwan. Behaviour of Shear Critical RC Beams with Corroded Longitudinal Steel Reinforcement.

Degree: 2010, University of Waterloo

 This thesis discusses the results of an experimental program designed to investigate the effect of corrosion on the behaviour of shear critical reinforced concrete (RC)… (more)

Subjects/Keywords: Corrosion; Shear; Reinforced Concrete; Beams

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Azam, R. (2010). Behaviour of Shear Critical RC Beams with Corroded Longitudinal Steel Reinforcement. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/5534

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):

Azam, Rizwan. “Behaviour of Shear Critical RC Beams with Corroded Longitudinal Steel Reinforcement.” 2010. Thesis, University of Waterloo. Accessed June 24, 2019. http://hdl.handle.net/10012/5534.

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

MLA Handbook (7th Edition):

Azam, Rizwan. “Behaviour of Shear Critical RC Beams with Corroded Longitudinal Steel Reinforcement.” 2010. Web. 24 Jun 2019.

Vancouver:

Azam R. Behaviour of Shear Critical RC Beams with Corroded Longitudinal Steel Reinforcement. [Internet] [Thesis]. University of Waterloo; 2010. [cited 2019 Jun 24]. Available from: http://hdl.handle.net/10012/5534.

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

Council of Science Editors:

Azam R. Behaviour of Shear Critical RC Beams with Corroded Longitudinal Steel Reinforcement. [Thesis]. University of Waterloo; 2010. Available from: http://hdl.handle.net/10012/5534

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


Hong Kong University of Science and Technology

6. Zhang, Juhui. Prediction of chloride induced corrosion in RC bridge structures.

Degree: 2011, Hong Kong University of Science and Technology

 An integrated service life prediction procedure for chloride induced steel corrosion in reinforced concrete structures is achieved by including a dynamic crack propagation process resulting… (more)

Subjects/Keywords: Reinforced concrete  – Corrosion; Steel  – Corrosion; Chlorides

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zhang, J. (2011). Prediction of chloride induced corrosion in RC bridge structures. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-b1154878 ; http://repository.ust.hk/ir/bitstream/1783.1-7846/1/th_redirect.html

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):

Zhang, Juhui. “Prediction of chloride induced corrosion in RC bridge structures.” 2011. Thesis, Hong Kong University of Science and Technology. Accessed June 24, 2019. https://doi.org/10.14711/thesis-b1154878 ; http://repository.ust.hk/ir/bitstream/1783.1-7846/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Zhang, Juhui. “Prediction of chloride induced corrosion in RC bridge structures.” 2011. Web. 24 Jun 2019.

Vancouver:

Zhang J. Prediction of chloride induced corrosion in RC bridge structures. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2011. [cited 2019 Jun 24]. Available from: https://doi.org/10.14711/thesis-b1154878 ; http://repository.ust.hk/ir/bitstream/1783.1-7846/1/th_redirect.html.

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

Council of Science Editors:

Zhang J. Prediction of chloride induced corrosion in RC bridge structures. [Thesis]. Hong Kong University of Science and Technology; 2011. Available from: https://doi.org/10.14711/thesis-b1154878 ; http://repository.ust.hk/ir/bitstream/1783.1-7846/1/th_redirect.html

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


Ryerson University

7. Hussein, Luaay. Analytical modeling of bond stress at steel-concrete interface due to corrosion.

Degree: 2011, Ryerson University

 An analytical model that describes the deterioration of bond strength, due to corrosion of steel reinforcement, at the steel-concrete interface in a reinforced concrete is… (more)

Subjects/Keywords: Reinforced concrete  – Testing; Reinforced concrete  – Corrosion; Reinforced concrete  – Corrosion  – Testing; Reinforcing bars  – Testing; Reinforcing bars  – Corrosion; Reinforcing bars  – Corrosion  – Testing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Hussein, L. (2011). Analytical modeling of bond stress at steel-concrete interface due to corrosion. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1254

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):

Hussein, Luaay. “Analytical modeling of bond stress at steel-concrete interface due to corrosion.” 2011. Thesis, Ryerson University. Accessed June 24, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A1254.

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

MLA Handbook (7th Edition):

Hussein, Luaay. “Analytical modeling of bond stress at steel-concrete interface due to corrosion.” 2011. Web. 24 Jun 2019.

Vancouver:

Hussein L. Analytical modeling of bond stress at steel-concrete interface due to corrosion. [Internet] [Thesis]. Ryerson University; 2011. [cited 2019 Jun 24]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1254.

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

Council of Science Editors:

Hussein L. Analytical modeling of bond stress at steel-concrete interface due to corrosion. [Thesis]. Ryerson University; 2011. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1254

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


Florida Atlantic University

8. Gutierrez Tellez, Francisco. Corrosion initiation and propagation on corrosion resistant alloys embedded in concrete by accelerated chloride transport.

Degree: M.S.C.S., 2013, Florida Atlantic University

Summary: Two duplex stainless steels rebars: UNS32304SS and UNS32101SS, were selected to investigate the corrosion initiation and propagation in reinforced concrete specimens. The investigation is… (more)

Subjects/Keywords: Concrete – Corrosion; Concrete construction; Reinforced concrete – Chemical resistance; Steel, Structural – Corrosion

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Gutierrez Tellez, F. (2013). Corrosion initiation and propagation on corrosion resistant alloys embedded in concrete by accelerated chloride transport. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/fcla/dt/3362380

Chicago Manual of Style (16th Edition):

Gutierrez Tellez, Francisco. “Corrosion initiation and propagation on corrosion resistant alloys embedded in concrete by accelerated chloride transport.” 2013. Masters Thesis, Florida Atlantic University. Accessed June 24, 2019. http://purl.flvc.org/fcla/dt/3362380.

MLA Handbook (7th Edition):

Gutierrez Tellez, Francisco. “Corrosion initiation and propagation on corrosion resistant alloys embedded in concrete by accelerated chloride transport.” 2013. Web. 24 Jun 2019.

Vancouver:

Gutierrez Tellez F. Corrosion initiation and propagation on corrosion resistant alloys embedded in concrete by accelerated chloride transport. [Internet] [Masters thesis]. Florida Atlantic University; 2013. [cited 2019 Jun 24]. Available from: http://purl.flvc.org/fcla/dt/3362380.

Council of Science Editors:

Gutierrez Tellez F. Corrosion initiation and propagation on corrosion resistant alloys embedded in concrete by accelerated chloride transport. [Masters Thesis]. Florida Atlantic University; 2013. Available from: http://purl.flvc.org/fcla/dt/3362380


University of Utah

9. Gibbons, Michael Eyring. Behavior of corroded reinforced concrete columns with carbon fiber reinforced polymer jackets and columns with internal glass fiber reinforced polymer spirals.

Degree: MS, Civil & Environmental Engineering, 2011, University of Utah

 This research evaluated both corroded and noncorroded reinforced concrete (RC) columns in axial compression. Carbon fiber reinforced polymer (CFRP) jackets were shown to successfully rehabilitate… (more)

Subjects/Keywords: CFRP; Columns; Concrete; Corrosion; GFRP; Reinforced

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Gibbons, M. E. (2011). Behavior of corroded reinforced concrete columns with carbon fiber reinforced polymer jackets and columns with internal glass fiber reinforced polymer spirals. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/399/rec/336

Chicago Manual of Style (16th Edition):

Gibbons, Michael Eyring. “Behavior of corroded reinforced concrete columns with carbon fiber reinforced polymer jackets and columns with internal glass fiber reinforced polymer spirals.” 2011. Masters Thesis, University of Utah. Accessed June 24, 2019. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/399/rec/336.

MLA Handbook (7th Edition):

Gibbons, Michael Eyring. “Behavior of corroded reinforced concrete columns with carbon fiber reinforced polymer jackets and columns with internal glass fiber reinforced polymer spirals.” 2011. Web. 24 Jun 2019.

Vancouver:

Gibbons ME. Behavior of corroded reinforced concrete columns with carbon fiber reinforced polymer jackets and columns with internal glass fiber reinforced polymer spirals. [Internet] [Masters thesis]. University of Utah; 2011. [cited 2019 Jun 24]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/399/rec/336.

Council of Science Editors:

Gibbons ME. Behavior of corroded reinforced concrete columns with carbon fiber reinforced polymer jackets and columns with internal glass fiber reinforced polymer spirals. [Masters Thesis]. University of Utah; 2011. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/399/rec/336


Texas A&M University

10. Harvat, Jessica. Effect of Corrosion on the Seismic Response of a Single-Bent, Reinforced Concrete Bridge.

Degree: 2010, Texas A&M University

 The effect of corrosion on a single-bent, reinforced concrete (RC) bridge subject to seismic loading is the primary focus of this research. This work attempts… (more)

Subjects/Keywords: Corrosion; Reinforced Concrete; Seismic Effects; Bridges

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Harvat, J. (2010). Effect of Corrosion on the Seismic Response of a Single-Bent, Reinforced Concrete Bridge. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-291

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):

Harvat, Jessica. “Effect of Corrosion on the Seismic Response of a Single-Bent, Reinforced Concrete Bridge.” 2010. Thesis, Texas A&M University. Accessed June 24, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-291.

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

MLA Handbook (7th Edition):

Harvat, Jessica. “Effect of Corrosion on the Seismic Response of a Single-Bent, Reinforced Concrete Bridge.” 2010. Web. 24 Jun 2019.

Vancouver:

Harvat J. Effect of Corrosion on the Seismic Response of a Single-Bent, Reinforced Concrete Bridge. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2019 Jun 24]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-291.

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

Council of Science Editors:

Harvat J. Effect of Corrosion on the Seismic Response of a Single-Bent, Reinforced Concrete Bridge. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-291

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


Hong Kong University of Science and Technology

11. Siu, Man Chi CIVL. Rapid repairing mortar material for corroded reinforced concrete structure.

Degree: 2017, Hong Kong University of Science and Technology

 After years of service, many concrete buildings are facing the problem of deterioration. In aging buildings, steel corrosion is one of the major problems causing… (more)

Subjects/Keywords: Reinforced concrete; Corrosion; Maintenance and repair; Mortar

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Siu, M. C. C. (2017). Rapid repairing mortar material for corroded reinforced concrete structure. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-991012551668803412 ; http://repository.ust.hk/ir/bitstream/1783.1-91248/1/th_redirect.html

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):

Siu, Man Chi CIVL. “Rapid repairing mortar material for corroded reinforced concrete structure.” 2017. Thesis, Hong Kong University of Science and Technology. Accessed June 24, 2019. https://doi.org/10.14711/thesis-991012551668803412 ; http://repository.ust.hk/ir/bitstream/1783.1-91248/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Siu, Man Chi CIVL. “Rapid repairing mortar material for corroded reinforced concrete structure.” 2017. Web. 24 Jun 2019.

Vancouver:

Siu MCC. Rapid repairing mortar material for corroded reinforced concrete structure. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2017. [cited 2019 Jun 24]. Available from: https://doi.org/10.14711/thesis-991012551668803412 ; http://repository.ust.hk/ir/bitstream/1783.1-91248/1/th_redirect.html.

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

Council of Science Editors:

Siu MCC. Rapid repairing mortar material for corroded reinforced concrete structure. [Thesis]. Hong Kong University of Science and Technology; 2017. Available from: https://doi.org/10.14711/thesis-991012551668803412 ; http://repository.ust.hk/ir/bitstream/1783.1-91248/1/th_redirect.html

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

12. Wang, Huining. The Study of Concrete Durability in the Case of Jinan Yellow River Highway Bridge.

Degree: 2014, Chalmers University of Technology

Reinforced concrete has been commonly used in China as the most popular structural material in many infrastructures. However, since these structures have served for several… (more)

Subjects/Keywords: concrete durability; reinforced concrete deterioration; concrete damage; reinforcement corrosion

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Wang, H. (2014). The Study of Concrete Durability in the Case of Jinan Yellow River Highway Bridge. (Thesis). Chalmers University of Technology. Retrieved from http://studentarbeten.chalmers.se/publication/215166-the-study-of-concrete-durability-in-the-case-of-jinan-yellow-river-highway-bridge

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):

Wang, Huining. “The Study of Concrete Durability in the Case of Jinan Yellow River Highway Bridge.” 2014. Thesis, Chalmers University of Technology. Accessed June 24, 2019. http://studentarbeten.chalmers.se/publication/215166-the-study-of-concrete-durability-in-the-case-of-jinan-yellow-river-highway-bridge.

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

MLA Handbook (7th Edition):

Wang, Huining. “The Study of Concrete Durability in the Case of Jinan Yellow River Highway Bridge.” 2014. Web. 24 Jun 2019.

Vancouver:

Wang H. The Study of Concrete Durability in the Case of Jinan Yellow River Highway Bridge. [Internet] [Thesis]. Chalmers University of Technology; 2014. [cited 2019 Jun 24]. Available from: http://studentarbeten.chalmers.se/publication/215166-the-study-of-concrete-durability-in-the-case-of-jinan-yellow-river-highway-bridge.

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

Council of Science Editors:

Wang H. The Study of Concrete Durability in the Case of Jinan Yellow River Highway Bridge. [Thesis]. Chalmers University of Technology; 2014. Available from: http://studentarbeten.chalmers.se/publication/215166-the-study-of-concrete-durability-in-the-case-of-jinan-yellow-river-highway-bridge

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


Ryerson University

13. Tamrakar, Nirmal. The Effect of Steel Fibers Type and Content on the Development of Fresh and Hardened Properties and Durability of Selfconsolidating Concrete.

Degree: 2012, Ryerson University

 Steel fiber reinforced self-consolidated concrete (SFRSCC) has the advantages of both selfconsolidated concrete and fiber reinforced concrete. Thirteen concrete mixtures (with short and long steel… (more)

Subjects/Keywords: Fiber-reinforced concrete  – Service life; Composite-reinforced concrete  – Testing; Reinforced concrete  – Corrosion  – Mathematical models; Concrete  – Deterioration; Concrete  – Effect of temperature on

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Tamrakar, N. (2012). The Effect of Steel Fibers Type and Content on the Development of Fresh and Hardened Properties and Durability of Selfconsolidating Concrete. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1086

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):

Tamrakar, Nirmal. “The Effect of Steel Fibers Type and Content on the Development of Fresh and Hardened Properties and Durability of Selfconsolidating Concrete.” 2012. Thesis, Ryerson University. Accessed June 24, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A1086.

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

MLA Handbook (7th Edition):

Tamrakar, Nirmal. “The Effect of Steel Fibers Type and Content on the Development of Fresh and Hardened Properties and Durability of Selfconsolidating Concrete.” 2012. Web. 24 Jun 2019.

Vancouver:

Tamrakar N. The Effect of Steel Fibers Type and Content on the Development of Fresh and Hardened Properties and Durability of Selfconsolidating Concrete. [Internet] [Thesis]. Ryerson University; 2012. [cited 2019 Jun 24]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1086.

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

Council of Science Editors:

Tamrakar N. The Effect of Steel Fibers Type and Content on the Development of Fresh and Hardened Properties and Durability of Selfconsolidating Concrete. [Thesis]. Ryerson University; 2012. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1086

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


Florida Atlantic University

14. Merantus, Stanley W. Correlation of Chloride Diffusivity and Electrical Resistance for Cracked Concrete.

Degree: MS, 2017, Florida Atlantic University

Summary: The durability of Reinforced Concrete (RC) structures in the Marine environment is causing serious concern in the structural infrastructure. Reinforced concrete structures, exposed to… (more)

Subjects/Keywords: Reinforced concrete – Construction – Corrosion.; Reinforced concrete – Deterioration.; Concrete – Corrosion.; Concrete – Chemical resistance.; Chlorides – Environmental aspects.; Chlorides – Diffusion rate.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Merantus, S. W. (2017). Correlation of Chloride Diffusivity and Electrical Resistance for Cracked Concrete. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/fau/fd/FA00004942 ; (URL) http://purl.flvc.org/fau/fd/FA00004942

Chicago Manual of Style (16th Edition):

Merantus, Stanley W. “Correlation of Chloride Diffusivity and Electrical Resistance for Cracked Concrete.” 2017. Masters Thesis, Florida Atlantic University. Accessed June 24, 2019. http://purl.flvc.org/fau/fd/FA00004942 ; (URL) http://purl.flvc.org/fau/fd/FA00004942.

MLA Handbook (7th Edition):

Merantus, Stanley W. “Correlation of Chloride Diffusivity and Electrical Resistance for Cracked Concrete.” 2017. Web. 24 Jun 2019.

Vancouver:

Merantus SW. Correlation of Chloride Diffusivity and Electrical Resistance for Cracked Concrete. [Internet] [Masters thesis]. Florida Atlantic University; 2017. [cited 2019 Jun 24]. Available from: http://purl.flvc.org/fau/fd/FA00004942 ; (URL) http://purl.flvc.org/fau/fd/FA00004942.

Council of Science Editors:

Merantus SW. Correlation of Chloride Diffusivity and Electrical Resistance for Cracked Concrete. [Masters Thesis]. Florida Atlantic University; 2017. Available from: http://purl.flvc.org/fau/fd/FA00004942 ; (URL) http://purl.flvc.org/fau/fd/FA00004942


Florida Atlantic University

15. Echevarria, Victor Anthony. Concrete diffusivity and its correlation with chloride deposition rate on concrete exposed to marine environments.

Degree: M.S.C.S., 2012, Florida Atlantic University

Summary: The aim of this study was to investigate the diffusion of chloride ions into concrete samples that were exposed in scenarios that simulate the… (more)

Subjects/Keywords: Reinforced concrete – Construction – Corrosion; Composite reinforced concrete – Corrosion – Testing; Concrete – Fluid dynamics; Concrete – Chemical resistance; Chlorides – Diffusion rate

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Echevarria, V. A. (2012). Concrete diffusivity and its correlation with chloride deposition rate on concrete exposed to marine environments. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/FAU/3358557

Chicago Manual of Style (16th Edition):

Echevarria, Victor Anthony. “Concrete diffusivity and its correlation with chloride deposition rate on concrete exposed to marine environments.” 2012. Masters Thesis, Florida Atlantic University. Accessed June 24, 2019. http://purl.flvc.org/FAU/3358557.

MLA Handbook (7th Edition):

Echevarria, Victor Anthony. “Concrete diffusivity and its correlation with chloride deposition rate on concrete exposed to marine environments.” 2012. Web. 24 Jun 2019.

Vancouver:

Echevarria VA. Concrete diffusivity and its correlation with chloride deposition rate on concrete exposed to marine environments. [Internet] [Masters thesis]. Florida Atlantic University; 2012. [cited 2019 Jun 24]. Available from: http://purl.flvc.org/FAU/3358557.

Council of Science Editors:

Echevarria VA. Concrete diffusivity and its correlation with chloride deposition rate on concrete exposed to marine environments. [Masters Thesis]. Florida Atlantic University; 2012. Available from: http://purl.flvc.org/FAU/3358557


Virginia Tech

16. Balakumaran, Soundar Sriram G. Influence of Bridge Deck Concrete Parameters on the Reinforcing Steel Corrosion.

Degree: MS, Civil Engineering, 2010, Virginia Tech

 Chloride induced corrosion of steel in concrete is one of the major forms of deterioration mechanisms found in reinforced concrete bridges. Early age corrosion damage… (more)

Subjects/Keywords: Chloride Diffusion; Corrosion; Macrocell Corrosion; Resistivity; Reinforced Concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Balakumaran, S. S. G. (2010). Influence of Bridge Deck Concrete Parameters on the Reinforcing Steel Corrosion. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/32665

Chicago Manual of Style (16th Edition):

Balakumaran, Soundar Sriram G. “Influence of Bridge Deck Concrete Parameters on the Reinforcing Steel Corrosion.” 2010. Masters Thesis, Virginia Tech. Accessed June 24, 2019. http://hdl.handle.net/10919/32665.

MLA Handbook (7th Edition):

Balakumaran, Soundar Sriram G. “Influence of Bridge Deck Concrete Parameters on the Reinforcing Steel Corrosion.” 2010. Web. 24 Jun 2019.

Vancouver:

Balakumaran SSG. Influence of Bridge Deck Concrete Parameters on the Reinforcing Steel Corrosion. [Internet] [Masters thesis]. Virginia Tech; 2010. [cited 2019 Jun 24]. Available from: http://hdl.handle.net/10919/32665.

Council of Science Editors:

Balakumaran SSG. Influence of Bridge Deck Concrete Parameters on the Reinforcing Steel Corrosion. [Masters Thesis]. Virginia Tech; 2010. Available from: http://hdl.handle.net/10919/32665


Hong Kong University of Science and Technology

17. Liu, Chao CIVL. Development and application of innovative corrosion detection transducers for civil engineering.

Degree: 2016, Hong Kong University of Science and Technology

Corrosion of reinforcing steel in concrete structures is the most serious durability issue for civil engineering infrastructures. To effectively control corrosion, accurate detection of the… (more)

Subjects/Keywords: Steel; Corrosion; Detection; Reinforced concrete; Corrosion and anti-corrosives; Testing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Liu, C. C. (2016). Development and application of innovative corrosion detection transducers for civil engineering. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-b1627703 ; http://repository.ust.hk/ir/bitstream/1783.1-94991/1/th_redirect.html

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):

Liu, Chao CIVL. “Development and application of innovative corrosion detection transducers for civil engineering.” 2016. Thesis, Hong Kong University of Science and Technology. Accessed June 24, 2019. https://doi.org/10.14711/thesis-b1627703 ; http://repository.ust.hk/ir/bitstream/1783.1-94991/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Liu, Chao CIVL. “Development and application of innovative corrosion detection transducers for civil engineering.” 2016. Web. 24 Jun 2019.

Vancouver:

Liu CC. Development and application of innovative corrosion detection transducers for civil engineering. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2016. [cited 2019 Jun 24]. Available from: https://doi.org/10.14711/thesis-b1627703 ; http://repository.ust.hk/ir/bitstream/1783.1-94991/1/th_redirect.html.

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

Council of Science Editors:

Liu CC. Development and application of innovative corrosion detection transducers for civil engineering. [Thesis]. Hong Kong University of Science and Technology; 2016. Available from: https://doi.org/10.14711/thesis-b1627703 ; http://repository.ust.hk/ir/bitstream/1783.1-94991/1/th_redirect.html

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


Hong Kong University of Science and Technology

18. Chen, E. Computational modeling of concrete cracking due to non-uniform steel corrosion in reinforced concrete structures.

Degree: 2015, Hong Kong University of Science and Technology

 Steel corrosion in reinforced concrete structures can lead to concrete cracking when corrosion products expand in the presence of water. Finite element model and boundary… (more)

Subjects/Keywords: Reinforced concrete; Corrosion; Steel; Concrete; Cracking; Fracture mechanics

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Chen, E. (2015). Computational modeling of concrete cracking due to non-uniform steel corrosion in reinforced concrete structures. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-b1450702 ; http://repository.ust.hk/ir/bitstream/1783.1-74348/1/th_redirect.html

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):

Chen, E. “Computational modeling of concrete cracking due to non-uniform steel corrosion in reinforced concrete structures.” 2015. Thesis, Hong Kong University of Science and Technology. Accessed June 24, 2019. https://doi.org/10.14711/thesis-b1450702 ; http://repository.ust.hk/ir/bitstream/1783.1-74348/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Chen, E. “Computational modeling of concrete cracking due to non-uniform steel corrosion in reinforced concrete structures.” 2015. Web. 24 Jun 2019.

Vancouver:

Chen E. Computational modeling of concrete cracking due to non-uniform steel corrosion in reinforced concrete structures. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2015. [cited 2019 Jun 24]. Available from: https://doi.org/10.14711/thesis-b1450702 ; http://repository.ust.hk/ir/bitstream/1783.1-74348/1/th_redirect.html.

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

Council of Science Editors:

Chen E. Computational modeling of concrete cracking due to non-uniform steel corrosion in reinforced concrete structures. [Thesis]. Hong Kong University of Science and Technology; 2015. Available from: https://doi.org/10.14711/thesis-b1450702 ; http://repository.ust.hk/ir/bitstream/1783.1-74348/1/th_redirect.html

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

19. Abad Zapico, Lucía. Experimental investigation on electrical resistivity of SFRC.

Degree: 2015, Chalmers University of Technology

Reinforced concrete is widely used within the construction industry, being considered as the most important construction material as it combines the best properties of its… (more)

Subjects/Keywords: Steel fibre reinforced concrete; electrical resistivity; corrosion rate; galvanic current; steel fibre reinforced concrete durability.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Abad Zapico, L. (2015). Experimental investigation on electrical resistivity of SFRC. (Thesis). Chalmers University of Technology. Retrieved from http://studentarbeten.chalmers.se/publication/228078-experimental-investigation-on-electrical-resistivity-of-sfrc

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):

Abad Zapico, Lucía. “Experimental investigation on electrical resistivity of SFRC.” 2015. Thesis, Chalmers University of Technology. Accessed June 24, 2019. http://studentarbeten.chalmers.se/publication/228078-experimental-investigation-on-electrical-resistivity-of-sfrc.

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

MLA Handbook (7th Edition):

Abad Zapico, Lucía. “Experimental investigation on electrical resistivity of SFRC.” 2015. Web. 24 Jun 2019.

Vancouver:

Abad Zapico L. Experimental investigation on electrical resistivity of SFRC. [Internet] [Thesis]. Chalmers University of Technology; 2015. [cited 2019 Jun 24]. Available from: http://studentarbeten.chalmers.se/publication/228078-experimental-investigation-on-electrical-resistivity-of-sfrc.

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

Council of Science Editors:

Abad Zapico L. Experimental investigation on electrical resistivity of SFRC. [Thesis]. Chalmers University of Technology; 2015. Available from: http://studentarbeten.chalmers.se/publication/228078-experimental-investigation-on-electrical-resistivity-of-sfrc

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


Ryerson University

20. Wu, Hao. Bond Degradation and Residual Flexural Capacity of Corroded RC Beams.

Degree: 2012, Ryerson University

 An analytical model is developed to predict the residual flexural capacity of corroded RC members. This was established by first developing an analytical model to… (more)

Subjects/Keywords: Concrete beams  – Corrosion  – Testing; Concrete beams  – Corrosion  – Mathematical models; Reinforced concrete  – Design and construction; Concrete beams  – Computer programs; Shear (Mechanics)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Wu, H. (2012). Bond Degradation and Residual Flexural Capacity of Corroded RC Beams. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1366

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):

Wu, Hao. “Bond Degradation and Residual Flexural Capacity of Corroded RC Beams.” 2012. Thesis, Ryerson University. Accessed June 24, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A1366.

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

MLA Handbook (7th Edition):

Wu, Hao. “Bond Degradation and Residual Flexural Capacity of Corroded RC Beams.” 2012. Web. 24 Jun 2019.

Vancouver:

Wu H. Bond Degradation and Residual Flexural Capacity of Corroded RC Beams. [Internet] [Thesis]. Ryerson University; 2012. [cited 2019 Jun 24]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1366.

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

Council of Science Editors:

Wu H. Bond Degradation and Residual Flexural Capacity of Corroded RC Beams. [Thesis]. Ryerson University; 2012. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1366

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


University of Hawaii – Manoa

21. Okunaga, Grant J. Laboratory study of concrete produced with admixtures intended to inhibit corrosion.

Degree: MS, 2011, University of Hawaii – Manoa

xii, 282 leaves, bound ill. (some col.) 29 cm

Subjects/Keywords: Reinforced concrete  – Additives; Reinforced concrete  – Corrosion; Reinforcing bars  – Corrosion

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Okunaga, G. J. (2011). Laboratory study of concrete produced with admixtures intended to inhibit corrosion. (Masters Thesis). University of Hawaii – Manoa. Retrieved from http://hdl.handle.net/10125/20483

Chicago Manual of Style (16th Edition):

Okunaga, Grant J. “Laboratory study of concrete produced with admixtures intended to inhibit corrosion.” 2011. Masters Thesis, University of Hawaii – Manoa. Accessed June 24, 2019. http://hdl.handle.net/10125/20483.

MLA Handbook (7th Edition):

Okunaga, Grant J. “Laboratory study of concrete produced with admixtures intended to inhibit corrosion.” 2011. Web. 24 Jun 2019.

Vancouver:

Okunaga GJ. Laboratory study of concrete produced with admixtures intended to inhibit corrosion. [Internet] [Masters thesis]. University of Hawaii – Manoa; 2011. [cited 2019 Jun 24]. Available from: http://hdl.handle.net/10125/20483.

Council of Science Editors:

Okunaga GJ. Laboratory study of concrete produced with admixtures intended to inhibit corrosion. [Masters Thesis]. University of Hawaii – Manoa; 2011. Available from: http://hdl.handle.net/10125/20483


Florida Atlantic University

22. Arias, Wendy J. Bulk diffusion of high performance concrete specimens exposed to different levels of sodium chloride and seawater.

Degree: MS, 2014, Florida Atlantic University

Summary: The purpose of this study was to investigate the performance to chloride penetration of specimens made with three base compositions (three different supplementary cementitious… (more)

Subjects/Keywords: Bulk solids flow; Concrete  – Corrosion; Concrete, Effect of salt on; Reinforced concrete  – Deterioration; Sustainable construction

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Arias, W. J. (2014). Bulk diffusion of high performance concrete specimens exposed to different levels of sodium chloride and seawater. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/fau/fd/FA00004076 ; (URL) http://purl.flvc.org/fau/fd/FA00004076

Chicago Manual of Style (16th Edition):

Arias, Wendy J. “Bulk diffusion of high performance concrete specimens exposed to different levels of sodium chloride and seawater.” 2014. Masters Thesis, Florida Atlantic University. Accessed June 24, 2019. http://purl.flvc.org/fau/fd/FA00004076 ; (URL) http://purl.flvc.org/fau/fd/FA00004076.

MLA Handbook (7th Edition):

Arias, Wendy J. “Bulk diffusion of high performance concrete specimens exposed to different levels of sodium chloride and seawater.” 2014. Web. 24 Jun 2019.

Vancouver:

Arias WJ. Bulk diffusion of high performance concrete specimens exposed to different levels of sodium chloride and seawater. [Internet] [Masters thesis]. Florida Atlantic University; 2014. [cited 2019 Jun 24]. Available from: http://purl.flvc.org/fau/fd/FA00004076 ; (URL) http://purl.flvc.org/fau/fd/FA00004076.

Council of Science Editors:

Arias WJ. Bulk diffusion of high performance concrete specimens exposed to different levels of sodium chloride and seawater. [Masters Thesis]. Florida Atlantic University; 2014. Available from: http://purl.flvc.org/fau/fd/FA00004076 ; (URL) http://purl.flvc.org/fau/fd/FA00004076


Florida Atlantic University

23. Shill, Scott Thompson. Chloride penetration into concrete structures exposed to the marine atmosphere.

Degree: MS, 2014, Florida Atlantic University

Summary: Chloride ions present in the marine atmosphere contained in marine aerosols is investigated for a relationship with chloride that accumulated into concrete. Chloride profiles… (more)

Subjects/Keywords: Chlorides  – Diffusion rate; Chlorides  – Environmental aspects; Concrete  – Chemical resistance; Concrete  – Permeability; Reinforced concrete  – Construction  – Corrosion

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Shill, S. T. (2014). Chloride penetration into concrete structures exposed to the marine atmosphere. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/fau/fd/FA00004227 ; (URL) http://purl.flvc.org/fau/fd/FA00004227

Chicago Manual of Style (16th Edition):

Shill, Scott Thompson. “Chloride penetration into concrete structures exposed to the marine atmosphere.” 2014. Masters Thesis, Florida Atlantic University. Accessed June 24, 2019. http://purl.flvc.org/fau/fd/FA00004227 ; (URL) http://purl.flvc.org/fau/fd/FA00004227.

MLA Handbook (7th Edition):

Shill, Scott Thompson. “Chloride penetration into concrete structures exposed to the marine atmosphere.” 2014. Web. 24 Jun 2019.

Vancouver:

Shill ST. Chloride penetration into concrete structures exposed to the marine atmosphere. [Internet] [Masters thesis]. Florida Atlantic University; 2014. [cited 2019 Jun 24]. Available from: http://purl.flvc.org/fau/fd/FA00004227 ; (URL) http://purl.flvc.org/fau/fd/FA00004227.

Council of Science Editors:

Shill ST. Chloride penetration into concrete structures exposed to the marine atmosphere. [Masters Thesis]. Florida Atlantic University; 2014. Available from: http://purl.flvc.org/fau/fd/FA00004227 ; (URL) http://purl.flvc.org/fau/fd/FA00004227


University of New South Wales

24. Chang, Zhen-Tian. Corrosion rate of steel reinforcement in concrete in seawater and influence of concrete crack width.

Degree: Civil & Environmental Engineering, 2007, University of New South Wales

 This thesis reports a research of the corrosion mechanism and corrosion rate of steel reinforcement in concrete. Experimental results are presented to compare the corrosion(more)

Subjects/Keywords: Steel  – Corrosion; Seawater corrosion; Reinforced concrete  – Corrosion; Concrete  – Cracking

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Chang, Z. (2007). Corrosion rate of steel reinforcement in concrete in seawater and influence of concrete crack width. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/40539 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:1243/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Chang, Zhen-Tian. “Corrosion rate of steel reinforcement in concrete in seawater and influence of concrete crack width.” 2007. Doctoral Dissertation, University of New South Wales. Accessed June 24, 2019. http://handle.unsw.edu.au/1959.4/40539 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:1243/SOURCE02?view=true.

MLA Handbook (7th Edition):

Chang, Zhen-Tian. “Corrosion rate of steel reinforcement in concrete in seawater and influence of concrete crack width.” 2007. Web. 24 Jun 2019.

Vancouver:

Chang Z. Corrosion rate of steel reinforcement in concrete in seawater and influence of concrete crack width. [Internet] [Doctoral dissertation]. University of New South Wales; 2007. [cited 2019 Jun 24]. Available from: http://handle.unsw.edu.au/1959.4/40539 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:1243/SOURCE02?view=true.

Council of Science Editors:

Chang Z. Corrosion rate of steel reinforcement in concrete in seawater and influence of concrete crack width. [Doctoral Dissertation]. University of New South Wales; 2007. Available from: http://handle.unsw.edu.au/1959.4/40539 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:1243/SOURCE02?view=true


Florida Atlantic University

25. Edouard, Jean-Baptiste. Experimental evaluation of the durability of fly ash-based geopolymer concrete in the marine environment.

Degree: M.S.C.S., 2011, Florida Atlantic University

Summary: The construction industry is increasingly turning to the use of environmentally friendly materials in order to meet the sustainable aspect required by modern infrastructures.… (more)

Subjects/Keywords: Reinforced concrete – Corrosion – Testing; Reinforced concrete construction; Concrete – Mixing – Quality control; Environmental chemistry – Industrial applications; Polymer composites

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Edouard, J. (2011). Experimental evaluation of the durability of fly ash-based geopolymer concrete in the marine environment. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/FAU/3170960

Chicago Manual of Style (16th Edition):

Edouard, Jean-Baptiste. “Experimental evaluation of the durability of fly ash-based geopolymer concrete in the marine environment.” 2011. Masters Thesis, Florida Atlantic University. Accessed June 24, 2019. http://purl.flvc.org/FAU/3170960.

MLA Handbook (7th Edition):

Edouard, Jean-Baptiste. “Experimental evaluation of the durability of fly ash-based geopolymer concrete in the marine environment.” 2011. Web. 24 Jun 2019.

Vancouver:

Edouard J. Experimental evaluation of the durability of fly ash-based geopolymer concrete in the marine environment. [Internet] [Masters thesis]. Florida Atlantic University; 2011. [cited 2019 Jun 24]. Available from: http://purl.flvc.org/FAU/3170960.

Council of Science Editors:

Edouard J. Experimental evaluation of the durability of fly ash-based geopolymer concrete in the marine environment. [Masters Thesis]. Florida Atlantic University; 2011. Available from: http://purl.flvc.org/FAU/3170960

26. Vu, Ngoc tru. Contribution à l'étude de la corrosion par carbonatation du béton armé : approche expérimentale et probabiliste : Carbonation-induced steel corrosion in reinforced concrete : experimental and probabilistic approach.

Degree: Docteur es, Génie Civil, 2011, Toulouse, INSA; Ecole Nationale de Génie Civil de Hanoï

La corrosion de l’acier par carbonatation du béton est un phénomène de dégradation majeur des structures en béton armé, qui débute par la dépassivation de… (more)

Subjects/Keywords: Corrosion; Carbonatation; Approche probabiliste; Béton armé; Corrosion; Carbonation; Probabilistic approach; Reinforced concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Vu, N. t. (2011). Contribution à l'étude de la corrosion par carbonatation du béton armé : approche expérimentale et probabiliste : Carbonation-induced steel corrosion in reinforced concrete : experimental and probabilistic approach. (Doctoral Dissertation). Toulouse, INSA; Ecole Nationale de Génie Civil de Hanoï. Retrieved from http://www.theses.fr/2011ISAT0008

Chicago Manual of Style (16th Edition):

Vu, Ngoc tru. “Contribution à l'étude de la corrosion par carbonatation du béton armé : approche expérimentale et probabiliste : Carbonation-induced steel corrosion in reinforced concrete : experimental and probabilistic approach.” 2011. Doctoral Dissertation, Toulouse, INSA; Ecole Nationale de Génie Civil de Hanoï. Accessed June 24, 2019. http://www.theses.fr/2011ISAT0008.

MLA Handbook (7th Edition):

Vu, Ngoc tru. “Contribution à l'étude de la corrosion par carbonatation du béton armé : approche expérimentale et probabiliste : Carbonation-induced steel corrosion in reinforced concrete : experimental and probabilistic approach.” 2011. Web. 24 Jun 2019.

Vancouver:

Vu Nt. Contribution à l'étude de la corrosion par carbonatation du béton armé : approche expérimentale et probabiliste : Carbonation-induced steel corrosion in reinforced concrete : experimental and probabilistic approach. [Internet] [Doctoral dissertation]. Toulouse, INSA; Ecole Nationale de Génie Civil de Hanoï; 2011. [cited 2019 Jun 24]. Available from: http://www.theses.fr/2011ISAT0008.

Council of Science Editors:

Vu Nt. Contribution à l'étude de la corrosion par carbonatation du béton armé : approche expérimentale et probabiliste : Carbonation-induced steel corrosion in reinforced concrete : experimental and probabilistic approach. [Doctoral Dissertation]. Toulouse, INSA; Ecole Nationale de Génie Civil de Hanoï; 2011. Available from: http://www.theses.fr/2011ISAT0008


University of Akron

27. Gao, Zhicheng. Corrosion Damage of Reinforcement Embedded in Reinforced Concrete Slab.

Degree: PhD, Civil Engineering, 2016, University of Akron

Corrosion of reinforcements embedded in concrete is a worldwide problem that affects numerous reinforced concrete (RC) structures. While corrosion has always been problematic since the… (more)

Subjects/Keywords: Civil Engineering; corrosion; reinforced concrete; cracks; metal loss

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Gao, Z. (2016). Corrosion Damage of Reinforcement Embedded in Reinforced Concrete Slab. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1478174479305336

Chicago Manual of Style (16th Edition):

Gao, Zhicheng. “Corrosion Damage of Reinforcement Embedded in Reinforced Concrete Slab.” 2016. Doctoral Dissertation, University of Akron. Accessed June 24, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1478174479305336.

MLA Handbook (7th Edition):

Gao, Zhicheng. “Corrosion Damage of Reinforcement Embedded in Reinforced Concrete Slab.” 2016. Web. 24 Jun 2019.

Vancouver:

Gao Z. Corrosion Damage of Reinforcement Embedded in Reinforced Concrete Slab. [Internet] [Doctoral dissertation]. University of Akron; 2016. [cited 2019 Jun 24]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1478174479305336.

Council of Science Editors:

Gao Z. Corrosion Damage of Reinforcement Embedded in Reinforced Concrete Slab. [Doctoral Dissertation]. University of Akron; 2016. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1478174479305336


University of Canterbury

28. Kivell, Anton Richard Lean. Effects of Bond Deterioration Due to Corrosion on Seismic Performance of Reinforced Concrete Structures.

Degree: Department of Civil and Natural Resources Engineering, 2012, University of Canterbury

Reinforced concrete structures deteriorate throughout their lifetime. This is particularly apparent in structures subjected to aggressive environments, which results in corrosion of reinforcing steel. Designers… (more)

Subjects/Keywords: Corrosion; Bond; Reinforced Concrete; Seismic; Bond-slip; Durability; Structures

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kivell, A. R. L. (2012). Effects of Bond Deterioration Due to Corrosion on Seismic Performance of Reinforced Concrete Structures. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/6931

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):

Kivell, Anton Richard Lean. “Effects of Bond Deterioration Due to Corrosion on Seismic Performance of Reinforced Concrete Structures.” 2012. Thesis, University of Canterbury. Accessed June 24, 2019. http://hdl.handle.net/10092/6931.

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

MLA Handbook (7th Edition):

Kivell, Anton Richard Lean. “Effects of Bond Deterioration Due to Corrosion on Seismic Performance of Reinforced Concrete Structures.” 2012. Web. 24 Jun 2019.

Vancouver:

Kivell ARL. Effects of Bond Deterioration Due to Corrosion on Seismic Performance of Reinforced Concrete Structures. [Internet] [Thesis]. University of Canterbury; 2012. [cited 2019 Jun 24]. Available from: http://hdl.handle.net/10092/6931.

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

Council of Science Editors:

Kivell ARL. Effects of Bond Deterioration Due to Corrosion on Seismic Performance of Reinforced Concrete Structures. [Thesis]. University of Canterbury; 2012. Available from: http://hdl.handle.net/10092/6931

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


Universidade do Rio Grande do Sul

29. Adamatti, Deise Santos. Análise da eficiência de espaçadores no concreto armado : impacto da corrosão por íons cloreto em diferentes condições de exposição.

Degree: 2016, Universidade do Rio Grande do Sul

O concreto armado é um dos materiais de construção mais utilizados atualmente. Um dos fatores que levaram a essa preferência foi a maior durabilidade dos… (more)

Subjects/Keywords: Spacers; Concreto armado; Reinforced concrete; Corrosão; Espaçador (Engenharia); Corrosion; Chloride ions

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Adamatti, D. S. (2016). Análise da eficiência de espaçadores no concreto armado : impacto da corrosão por íons cloreto em diferentes condições de exposição. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/149394

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):

Adamatti, Deise Santos. “Análise da eficiência de espaçadores no concreto armado : impacto da corrosão por íons cloreto em diferentes condições de exposição.” 2016. Thesis, Universidade do Rio Grande do Sul. Accessed June 24, 2019. http://hdl.handle.net/10183/149394.

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

MLA Handbook (7th Edition):

Adamatti, Deise Santos. “Análise da eficiência de espaçadores no concreto armado : impacto da corrosão por íons cloreto em diferentes condições de exposição.” 2016. Web. 24 Jun 2019.

Vancouver:

Adamatti DS. Análise da eficiência de espaçadores no concreto armado : impacto da corrosão por íons cloreto em diferentes condições de exposição. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2016. [cited 2019 Jun 24]. Available from: http://hdl.handle.net/10183/149394.

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

Council of Science Editors:

Adamatti DS. Análise da eficiência de espaçadores no concreto armado : impacto da corrosão por íons cloreto em diferentes condições de exposição. [Thesis]. Universidade do Rio Grande do Sul; 2016. Available from: http://hdl.handle.net/10183/149394

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


University of California – Berkeley

30. Jen, Gabriel. Development of Self-Consolidating Hybrid Fiber Reinforced Concrete and Assessment of Its Durability Performance.

Degree: Civil and Environmental Engineering, 2014, University of California – Berkeley

 Conventional concrete used for construction has neither the inherent ductility nor durability to meet the requirements of modern infrastructure construction. With ageing highway and bridge… (more)

Subjects/Keywords: Civil engineering; alkali-silica reaction; corrosion; fiber reinforced concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Jen, G. (2014). Development of Self-Consolidating Hybrid Fiber Reinforced Concrete and Assessment of Its Durability Performance. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/5bx2m6p9

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):

Jen, Gabriel. “Development of Self-Consolidating Hybrid Fiber Reinforced Concrete and Assessment of Its Durability Performance.” 2014. Thesis, University of California – Berkeley. Accessed June 24, 2019. http://www.escholarship.org/uc/item/5bx2m6p9.

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

MLA Handbook (7th Edition):

Jen, Gabriel. “Development of Self-Consolidating Hybrid Fiber Reinforced Concrete and Assessment of Its Durability Performance.” 2014. Web. 24 Jun 2019.

Vancouver:

Jen G. Development of Self-Consolidating Hybrid Fiber Reinforced Concrete and Assessment of Its Durability Performance. [Internet] [Thesis]. University of California – Berkeley; 2014. [cited 2019 Jun 24]. Available from: http://www.escholarship.org/uc/item/5bx2m6p9.

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

Council of Science Editors:

Jen G. Development of Self-Consolidating Hybrid Fiber Reinforced Concrete and Assessment of Its Durability Performance. [Thesis]. University of California – Berkeley; 2014. Available from: http://www.escholarship.org/uc/item/5bx2m6p9

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

[1] [2] [3] [4] [5]

.