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You searched for subject:(Concrete Cracking). Showing records 1 – 30 of 261 total matches.

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McGill University

1. Henaff, Xavier Le. Analysis and Description of Concrete Cracking Mechanisms.

Degree: M. Eng., Department of Civil Engineering, 2013, McGill University

Note:

This report is an analysis, entirely based on existing literature, of the various crack-inducing mechanisms that affect concrete: shrinkage, freeze:..thaw, salts, ASR, corrosion of… (more)

Subjects/Keywords: Concrete Cracking Mechanisms

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APA (6th Edition):

Henaff, X. L. (2013). Analysis and Description of Concrete Cracking Mechanisms. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile164625.pdf

Chicago Manual of Style (16th Edition):

Henaff, Xavier Le. “Analysis and Description of Concrete Cracking Mechanisms.” 2013. Masters Thesis, McGill University. Accessed April 09, 2020. http://digitool.library.mcgill.ca/thesisfile164625.pdf.

MLA Handbook (7th Edition):

Henaff, Xavier Le. “Analysis and Description of Concrete Cracking Mechanisms.” 2013. Web. 09 Apr 2020.

Vancouver:

Henaff XL. Analysis and Description of Concrete Cracking Mechanisms. [Internet] [Masters thesis]. McGill University; 2013. [cited 2020 Apr 09]. Available from: http://digitool.library.mcgill.ca/thesisfile164625.pdf.

Council of Science Editors:

Henaff XL. Analysis and Description of Concrete Cracking Mechanisms. [Masters Thesis]. McGill University; 2013. Available from: http://digitool.library.mcgill.ca/thesisfile164625.pdf


Oregon State University

2. Goodall, Joshua K. Influence of diagonal cracks on negative moment flexural anchorage performance in reinforced concrete bridge girders.

Degree: MS, Civil Engineering, 2010, Oregon State University

 Large numbers of vintage reinforced concrete deck-girder bridges remain in the national bridge inventory. Many of these exhibit diagonal cracking and other distress. Due to… (more)

Subjects/Keywords: Reinforced; Concrete bridges  – Cracking

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APA (6th Edition):

Goodall, J. K. (2010). Influence of diagonal cracks on negative moment flexural anchorage performance in reinforced concrete bridge girders. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/16280

Chicago Manual of Style (16th Edition):

Goodall, Joshua K. “Influence of diagonal cracks on negative moment flexural anchorage performance in reinforced concrete bridge girders.” 2010. Masters Thesis, Oregon State University. Accessed April 09, 2020. http://hdl.handle.net/1957/16280.

MLA Handbook (7th Edition):

Goodall, Joshua K. “Influence of diagonal cracks on negative moment flexural anchorage performance in reinforced concrete bridge girders.” 2010. Web. 09 Apr 2020.

Vancouver:

Goodall JK. Influence of diagonal cracks on negative moment flexural anchorage performance in reinforced concrete bridge girders. [Internet] [Masters thesis]. Oregon State University; 2010. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/1957/16280.

Council of Science Editors:

Goodall JK. Influence of diagonal cracks on negative moment flexural anchorage performance in reinforced concrete bridge girders. [Masters Thesis]. Oregon State University; 2010. Available from: http://hdl.handle.net/1957/16280


Oregon State University

3. Bañuelos, José. The use of blended synthetic fibers to reduce cracking risk in high performance concrete (HPC).

Degree: MS, Civil Engineering, 2014, Oregon State University

 High Performance Concrete (HPC) is used in our crucial pieces of infrastructure, such as bridge decks, due to its enhanced durability and engineering properties. However,… (more)

Subjects/Keywords: Fiber Reinforced Concrete; High strength concrete  – Cracking

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APA (6th Edition):

Bañuelos, J. (2014). The use of blended synthetic fibers to reduce cracking risk in high performance concrete (HPC). (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/50158

Chicago Manual of Style (16th Edition):

Bañuelos, José. “The use of blended synthetic fibers to reduce cracking risk in high performance concrete (HPC).” 2014. Masters Thesis, Oregon State University. Accessed April 09, 2020. http://hdl.handle.net/1957/50158.

MLA Handbook (7th Edition):

Bañuelos, José. “The use of blended synthetic fibers to reduce cracking risk in high performance concrete (HPC).” 2014. Web. 09 Apr 2020.

Vancouver:

Bañuelos J. The use of blended synthetic fibers to reduce cracking risk in high performance concrete (HPC). [Internet] [Masters thesis]. Oregon State University; 2014. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/1957/50158.

Council of Science Editors:

Bañuelos J. The use of blended synthetic fibers to reduce cracking risk in high performance concrete (HPC). [Masters Thesis]. Oregon State University; 2014. Available from: http://hdl.handle.net/1957/50158


Stellenbosch University

4. Gerber, Johan Andries Kritzinger. Characterization of cracks on ultra thin continuously reinforced concrete pavements.

Degree: Civil Engineering, 2011, Stellenbosch University

Thesis (MScEng (Civil Engineering)) – University of Stellenbosch, 2011.

ENGLISH ABSTRACT: The southbound screener lane of the Heidelberg Traffic Control Centre received structural improvements by means… (more)

Subjects/Keywords: Civil engineering; Pavements, Reinforced concrete; Concrete  – Cracking

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APA (6th Edition):

Gerber, J. A. K. (2011). Characterization of cracks on ultra thin continuously reinforced concrete pavements. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/6772

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):

Gerber, Johan Andries Kritzinger. “Characterization of cracks on ultra thin continuously reinforced concrete pavements.” 2011. Thesis, Stellenbosch University. Accessed April 09, 2020. http://hdl.handle.net/10019.1/6772.

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

MLA Handbook (7th Edition):

Gerber, Johan Andries Kritzinger. “Characterization of cracks on ultra thin continuously reinforced concrete pavements.” 2011. Web. 09 Apr 2020.

Vancouver:

Gerber JAK. Characterization of cracks on ultra thin continuously reinforced concrete pavements. [Internet] [Thesis]. Stellenbosch University; 2011. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/10019.1/6772.

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

Council of Science Editors:

Gerber JAK. Characterization of cracks on ultra thin continuously reinforced concrete pavements. [Thesis]. Stellenbosch University; 2011. Available from: http://hdl.handle.net/10019.1/6772

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

5. 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

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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 http://repository.ust.hk/ir/Record/1783.1-7748 ; 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 April 09, 2020. http://repository.ust.hk/ir/Record/1783.1-7748 ; 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. 09 Apr 2020.

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 2020 Apr 09]. Available from: http://repository.ust.hk/ir/Record/1783.1-7748 ; 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: http://repository.ust.hk/ir/Record/1783.1-7748 ; 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


Stellenbosch University

6. Khan, Mohammed Yaseen. The tensile material properties of plastic concrete and the influence on plastic cracking.

Degree: MEng, Civil Engineering, 2018, Stellenbosch University

 ENGLISH ABSTRACT: During the plastic state of concrete, two forms of volume change exist, namely: plastic settlement which refers to the gravitational settlement of solid… (more)

Subjects/Keywords: Concrete  – Expansion and contraction; Cracking of concrete; Plastic  – Cracking; Concrete  – Curing; Viscosity  – Concrete; UCTD

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APA (6th Edition):

Khan, M. Y. (2018). The tensile material properties of plastic concrete and the influence on plastic cracking. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/103300

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):

Khan, Mohammed Yaseen. “The tensile material properties of plastic concrete and the influence on plastic cracking.” 2018. Thesis, Stellenbosch University. Accessed April 09, 2020. http://hdl.handle.net/10019.1/103300.

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

MLA Handbook (7th Edition):

Khan, Mohammed Yaseen. “The tensile material properties of plastic concrete and the influence on plastic cracking.” 2018. Web. 09 Apr 2020.

Vancouver:

Khan MY. The tensile material properties of plastic concrete and the influence on plastic cracking. [Internet] [Thesis]. Stellenbosch University; 2018. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/10019.1/103300.

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

Council of Science Editors:

Khan MY. The tensile material properties of plastic concrete and the influence on plastic cracking. [Thesis]. Stellenbosch University; 2018. Available from: http://hdl.handle.net/10019.1/103300

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


Ryerson University

7. Bhaskar, Sini. Self-healing bacterial cementitious concrete composites: development and performance evaluation.

Degree: 2016, Ryerson University

 The principal objective of the research is to contribute towards attaining the goal of developing self-healing cementitious concrete composites by incorporating bacteria as healing agent.… (more)

Subjects/Keywords: Self-consolidating concrete  – Performance  – Testing.; Concrete  – Cracking.; Self-consolidating concrete  – Additives.

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APA (6th Edition):

Bhaskar, S. (2016). Self-healing bacterial cementitious concrete composites: development and performance evaluation. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A4886

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):

Bhaskar, Sini. “Self-healing bacterial cementitious concrete composites: development and performance evaluation.” 2016. Thesis, Ryerson University. Accessed April 09, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A4886.

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

MLA Handbook (7th Edition):

Bhaskar, Sini. “Self-healing bacterial cementitious concrete composites: development and performance evaluation.” 2016. Web. 09 Apr 2020.

Vancouver:

Bhaskar S. Self-healing bacterial cementitious concrete composites: development and performance evaluation. [Internet] [Thesis]. Ryerson University; 2016. [cited 2020 Apr 09]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A4886.

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

Council of Science Editors:

Bhaskar S. Self-healing bacterial cementitious concrete composites: development and performance evaluation. [Thesis]. Ryerson University; 2016. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A4886

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


University of Adelaide

8. Visintin, Phillip. A generic segmental analysis of all types of RC members.

Degree: 2012, University of Adelaide

 This thesis contains a series of journal papers in which a new segmental moment-rotation (M/θ) approach is developed for both instantaneous and long term loading.… (more)

Subjects/Keywords: reinforced concrete; concrete softening; concrete cracking; partial interaction; shear friction

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APA (6th Edition):

Visintin, P. (2012). A generic segmental analysis of all types of RC members. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/95883

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):

Visintin, Phillip. “A generic segmental analysis of all types of RC members.” 2012. Thesis, University of Adelaide. Accessed April 09, 2020. http://hdl.handle.net/2440/95883.

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

MLA Handbook (7th Edition):

Visintin, Phillip. “A generic segmental analysis of all types of RC members.” 2012. Web. 09 Apr 2020.

Vancouver:

Visintin P. A generic segmental analysis of all types of RC members. [Internet] [Thesis]. University of Adelaide; 2012. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/2440/95883.

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

Council of Science Editors:

Visintin P. A generic segmental analysis of all types of RC members. [Thesis]. University of Adelaide; 2012. Available from: http://hdl.handle.net/2440/95883

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


Stellenbosch University

9. McLeod, Christina Helen. Model uncertainty in the prediction of crack widths in reinforced concrete structures and reliability implications.

Degree: Civil Engineering, 2019, Stellenbosch University

ENGLISH ABSTRACT: This research concerns the assessment of model uncertainty of serviceability limit state (SLS) crack models in reinforced concrete structures, where SLS cracking governs… (more)

Subjects/Keywords: Concrete crack models; Reliability (Engineering); UCTD; Concrete  – Cracking; Reinforced concrete construction

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APA (6th Edition):

McLeod, C. H. (2019). Model uncertainty in the prediction of crack widths in reinforced concrete structures and reliability implications. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/105884

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):

McLeod, Christina Helen. “Model uncertainty in the prediction of crack widths in reinforced concrete structures and reliability implications.” 2019. Thesis, Stellenbosch University. Accessed April 09, 2020. http://hdl.handle.net/10019.1/105884.

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

MLA Handbook (7th Edition):

McLeod, Christina Helen. “Model uncertainty in the prediction of crack widths in reinforced concrete structures and reliability implications.” 2019. Web. 09 Apr 2020.

Vancouver:

McLeod CH. Model uncertainty in the prediction of crack widths in reinforced concrete structures and reliability implications. [Internet] [Thesis]. Stellenbosch University; 2019. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/10019.1/105884.

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

Council of Science Editors:

McLeod CH. Model uncertainty in the prediction of crack widths in reinforced concrete structures and reliability implications. [Thesis]. Stellenbosch University; 2019. Available from: http://hdl.handle.net/10019.1/105884

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

10. Yu, Changli. The study of reinforced pseudo-ductile cementitious composite permanent formwork.

Degree: 2014, Hong Kong University of Science and Technology

 To enhance the durability of reinforced concrete structures, high performance concrete with low water/binder ratio is often employed. However, the opening of cracks in the… (more)

Subjects/Keywords: Cement composites ; Composite-reinforced concrete ; Concrete beams ; Concrete ; Cracking

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APA (6th Edition):

Yu, C. (2014). The study of reinforced pseudo-ductile cementitious composite permanent formwork. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-70912 ; https://doi.org/10.14711/thesis-b1334180 ; http://repository.ust.hk/ir/bitstream/1783.1-70912/1/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):

Yu, Changli. “The study of reinforced pseudo-ductile cementitious composite permanent formwork.” 2014. Thesis, Hong Kong University of Science and Technology. Accessed April 09, 2020. http://repository.ust.hk/ir/Record/1783.1-70912 ; https://doi.org/10.14711/thesis-b1334180 ; http://repository.ust.hk/ir/bitstream/1783.1-70912/1/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):

Yu, Changli. “The study of reinforced pseudo-ductile cementitious composite permanent formwork.” 2014. Web. 09 Apr 2020.

Vancouver:

Yu C. The study of reinforced pseudo-ductile cementitious composite permanent formwork. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2014. [cited 2020 Apr 09]. Available from: http://repository.ust.hk/ir/Record/1783.1-70912 ; https://doi.org/10.14711/thesis-b1334180 ; http://repository.ust.hk/ir/bitstream/1783.1-70912/1/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:

Yu C. The study of reinforced pseudo-ductile cementitious composite permanent formwork. [Thesis]. Hong Kong University of Science and Technology; 2014. Available from: http://repository.ust.hk/ir/Record/1783.1-70912 ; https://doi.org/10.14711/thesis-b1334180 ; http://repository.ust.hk/ir/bitstream/1783.1-70912/1/th_redirect.html

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


University of Hong Kong

11. Ma, Fangjie. Crack analysis of reinforced concrete by finite element method and crack queuing algorithm.

Degree: PhD, 2017, University of Hong Kong

 Crack width is one important consideration in both serviceability and durability design of reinforced concrete structures and should be evaluated to ensure compliance with design… (more)

Subjects/Keywords: Cracking - Reinforced concrete; Finite element method

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

APA (6th Edition):

Ma, F. (2017). Crack analysis of reinforced concrete by finite element method and crack queuing algorithm. (Doctoral Dissertation). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/249862

Chicago Manual of Style (16th Edition):

Ma, Fangjie. “Crack analysis of reinforced concrete by finite element method and crack queuing algorithm.” 2017. Doctoral Dissertation, University of Hong Kong. Accessed April 09, 2020. http://hdl.handle.net/10722/249862.

MLA Handbook (7th Edition):

Ma, Fangjie. “Crack analysis of reinforced concrete by finite element method and crack queuing algorithm.” 2017. Web. 09 Apr 2020.

Vancouver:

Ma F. Crack analysis of reinforced concrete by finite element method and crack queuing algorithm. [Internet] [Doctoral dissertation]. University of Hong Kong; 2017. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/10722/249862.

Council of Science Editors:

Ma F. Crack analysis of reinforced concrete by finite element method and crack queuing algorithm. [Doctoral Dissertation]. University of Hong Kong; 2017. Available from: http://hdl.handle.net/10722/249862


Penn State University

12. Lin, Yun. Tension stiffening model for reinforced concrete based on bond stress slip relation.

Degree: MS, Civil Engineering, 2010, Penn State University

 Tension stiffening is a structural property of reinforced concrete that refers to the contribution of concrete between cracks to the overall stiffness of the member.… (more)

Subjects/Keywords: cracking; Reinforced concrete; tension stiffening; bond

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APA (6th Edition):

Lin, Y. (2010). Tension stiffening model for reinforced concrete based on bond stress slip relation. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/10775

Chicago Manual of Style (16th Edition):

Lin, Yun. “Tension stiffening model for reinforced concrete based on bond stress slip relation.” 2010. Masters Thesis, Penn State University. Accessed April 09, 2020. https://etda.libraries.psu.edu/catalog/10775.

MLA Handbook (7th Edition):

Lin, Yun. “Tension stiffening model for reinforced concrete based on bond stress slip relation.” 2010. Web. 09 Apr 2020.

Vancouver:

Lin Y. Tension stiffening model for reinforced concrete based on bond stress slip relation. [Internet] [Masters thesis]. Penn State University; 2010. [cited 2020 Apr 09]. Available from: https://etda.libraries.psu.edu/catalog/10775.

Council of Science Editors:

Lin Y. Tension stiffening model for reinforced concrete based on bond stress slip relation. [Masters Thesis]. Penn State University; 2010. Available from: https://etda.libraries.psu.edu/catalog/10775


Penn State University

13. Ban, Hoki. Performance of Buried Concrete Pipe Under Different Environmental Conditions.

Degree: PhD, Civil Engineering, 2008, Penn State University

 To provide the database needed for the development of a numerical model for predicting structural stability of buried concrete pipes, the performance of buried concrete(more)

Subjects/Keywords: cracking behavior; concrete pipe; soil pressure

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APA (6th Edition):

Ban, H. (2008). Performance of Buried Concrete Pipe Under Different Environmental Conditions. (Doctoral Dissertation). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/8135

Chicago Manual of Style (16th Edition):

Ban, Hoki. “Performance of Buried Concrete Pipe Under Different Environmental Conditions.” 2008. Doctoral Dissertation, Penn State University. Accessed April 09, 2020. https://etda.libraries.psu.edu/catalog/8135.

MLA Handbook (7th Edition):

Ban, Hoki. “Performance of Buried Concrete Pipe Under Different Environmental Conditions.” 2008. Web. 09 Apr 2020.

Vancouver:

Ban H. Performance of Buried Concrete Pipe Under Different Environmental Conditions. [Internet] [Doctoral dissertation]. Penn State University; 2008. [cited 2020 Apr 09]. Available from: https://etda.libraries.psu.edu/catalog/8135.

Council of Science Editors:

Ban H. Performance of Buried Concrete Pipe Under Different Environmental Conditions. [Doctoral Dissertation]. Penn State University; 2008. Available from: https://etda.libraries.psu.edu/catalog/8135


Oregon State University

14. Sujjavanich, Suvimol. Early age performance of latex-modified concrete bridge deck overlays.

Degree: PhD, Civil Engineering, 1996, Oregon State University

 Environmental factors and physical properties of latex modified concrete (LMC) are hypothesized to contribute to early age cracking in bridge deck overlays. Cracking permits the… (more)

Subjects/Keywords: Bridges; Concrete  – Cracking

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

APA (6th Edition):

Sujjavanich, S. (1996). Early age performance of latex-modified concrete bridge deck overlays. (Doctoral Dissertation). Oregon State University. Retrieved from http://hdl.handle.net/1957/33993

Chicago Manual of Style (16th Edition):

Sujjavanich, Suvimol. “Early age performance of latex-modified concrete bridge deck overlays.” 1996. Doctoral Dissertation, Oregon State University. Accessed April 09, 2020. http://hdl.handle.net/1957/33993.

MLA Handbook (7th Edition):

Sujjavanich, Suvimol. “Early age performance of latex-modified concrete bridge deck overlays.” 1996. Web. 09 Apr 2020.

Vancouver:

Sujjavanich S. Early age performance of latex-modified concrete bridge deck overlays. [Internet] [Doctoral dissertation]. Oregon State University; 1996. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/1957/33993.

Council of Science Editors:

Sujjavanich S. Early age performance of latex-modified concrete bridge deck overlays. [Doctoral Dissertation]. Oregon State University; 1996. Available from: http://hdl.handle.net/1957/33993


Oregon State University

15. Triska, Mary Ann. Flexural steel anchorage performance at diagonal crack locations.

Degree: MS, Civil Engineering, 2010, Oregon State University

 Large numbers of reinforced concrete deck girder bridges that were constructed during the interstate system expansion of the 1950s have developed diagonal cracking in the… (more)

Subjects/Keywords: anchorage; Reinforced concrete  – Cracking  – Mathematical models

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APA (6th Edition):

Triska, M. A. (2010). Flexural steel anchorage performance at diagonal crack locations. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/16196

Chicago Manual of Style (16th Edition):

Triska, Mary Ann. “Flexural steel anchorage performance at diagonal crack locations.” 2010. Masters Thesis, Oregon State University. Accessed April 09, 2020. http://hdl.handle.net/1957/16196.

MLA Handbook (7th Edition):

Triska, Mary Ann. “Flexural steel anchorage performance at diagonal crack locations.” 2010. Web. 09 Apr 2020.

Vancouver:

Triska MA. Flexural steel anchorage performance at diagonal crack locations. [Internet] [Masters thesis]. Oregon State University; 2010. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/1957/16196.

Council of Science Editors:

Triska MA. Flexural steel anchorage performance at diagonal crack locations. [Masters Thesis]. Oregon State University; 2010. Available from: http://hdl.handle.net/1957/16196


Oregon State University

16. Robelo, Melissa J. Analysis of diagonally cracked conventionally reinforced concrete girders in the service load range.

Degree: MS, Civil Engineering, 2004, Oregon State University

 Performance evaluation of conventionally reinforced concrete (CRC) bridge superstructure elements with diagonal cracks is of interest to the bridge engineering community. Standardized methods to predict… (more)

Subjects/Keywords: Bridges; Concrete  – Cracking

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APA (6th Edition):

Robelo, M. J. (2004). Analysis of diagonally cracked conventionally reinforced concrete girders in the service load range. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/22987

Chicago Manual of Style (16th Edition):

Robelo, Melissa J. “Analysis of diagonally cracked conventionally reinforced concrete girders in the service load range.” 2004. Masters Thesis, Oregon State University. Accessed April 09, 2020. http://hdl.handle.net/1957/22987.

MLA Handbook (7th Edition):

Robelo, Melissa J. “Analysis of diagonally cracked conventionally reinforced concrete girders in the service load range.” 2004. Web. 09 Apr 2020.

Vancouver:

Robelo MJ. Analysis of diagonally cracked conventionally reinforced concrete girders in the service load range. [Internet] [Masters thesis]. Oregon State University; 2004. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/1957/22987.

Council of Science Editors:

Robelo MJ. Analysis of diagonally cracked conventionally reinforced concrete girders in the service load range. [Masters Thesis]. Oregon State University; 2004. Available from: http://hdl.handle.net/1957/22987


Delft University of Technology

17. Jacobs, M.M.J. Crack growth in asphaltic mixes.

Degree: 1995, Delft University of Technology

Subjects/Keywords: asphalt concrete cracking

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APA (6th Edition):

Jacobs, M. M. J. (1995). Crack growth in asphaltic mixes. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:c6631c3e-dc57-4653-92c2-1aa78987e91e ; urn:NBN:nl:ui:24-uuid:c6631c3e-dc57-4653-92c2-1aa78987e91e ; urn:NBN:nl:ui:24-uuid:c6631c3e-dc57-4653-92c2-1aa78987e91e ; http://resolver.tudelft.nl/uuid:c6631c3e-dc57-4653-92c2-1aa78987e91e

Chicago Manual of Style (16th Edition):

Jacobs, M M J. “Crack growth in asphaltic mixes.” 1995. Doctoral Dissertation, Delft University of Technology. Accessed April 09, 2020. http://resolver.tudelft.nl/uuid:c6631c3e-dc57-4653-92c2-1aa78987e91e ; urn:NBN:nl:ui:24-uuid:c6631c3e-dc57-4653-92c2-1aa78987e91e ; urn:NBN:nl:ui:24-uuid:c6631c3e-dc57-4653-92c2-1aa78987e91e ; http://resolver.tudelft.nl/uuid:c6631c3e-dc57-4653-92c2-1aa78987e91e.

MLA Handbook (7th Edition):

Jacobs, M M J. “Crack growth in asphaltic mixes.” 1995. Web. 09 Apr 2020.

Vancouver:

Jacobs MMJ. Crack growth in asphaltic mixes. [Internet] [Doctoral dissertation]. Delft University of Technology; 1995. [cited 2020 Apr 09]. Available from: http://resolver.tudelft.nl/uuid:c6631c3e-dc57-4653-92c2-1aa78987e91e ; urn:NBN:nl:ui:24-uuid:c6631c3e-dc57-4653-92c2-1aa78987e91e ; urn:NBN:nl:ui:24-uuid:c6631c3e-dc57-4653-92c2-1aa78987e91e ; http://resolver.tudelft.nl/uuid:c6631c3e-dc57-4653-92c2-1aa78987e91e.

Council of Science Editors:

Jacobs MMJ. Crack growth in asphaltic mixes. [Doctoral Dissertation]. Delft University of Technology; 1995. Available from: http://resolver.tudelft.nl/uuid:c6631c3e-dc57-4653-92c2-1aa78987e91e ; urn:NBN:nl:ui:24-uuid:c6631c3e-dc57-4653-92c2-1aa78987e91e ; urn:NBN:nl:ui:24-uuid:c6631c3e-dc57-4653-92c2-1aa78987e91e ; http://resolver.tudelft.nl/uuid:c6631c3e-dc57-4653-92c2-1aa78987e91e


University of Toronto

18. Liu, Eric Ying Xian. Controlling Early-age Transverse Cracking in High Performance Concrete Bridge Decks.

Degree: 2013, University of Toronto

This research was undertaken to study the effects of high performance concrete (HPC) mix design modifications on the propensity of early-age cracking. Seven mixtures were… (more)

Subjects/Keywords: High Performance Concrete; Restrained Shrinkage Cracking; 0543

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APA (6th Edition):

Liu, E. Y. X. (2013). Controlling Early-age Transverse Cracking in High Performance Concrete Bridge Decks. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/43089

Chicago Manual of Style (16th Edition):

Liu, Eric Ying Xian. “Controlling Early-age Transverse Cracking in High Performance Concrete Bridge Decks.” 2013. Masters Thesis, University of Toronto. Accessed April 09, 2020. http://hdl.handle.net/1807/43089.

MLA Handbook (7th Edition):

Liu, Eric Ying Xian. “Controlling Early-age Transverse Cracking in High Performance Concrete Bridge Decks.” 2013. Web. 09 Apr 2020.

Vancouver:

Liu EYX. Controlling Early-age Transverse Cracking in High Performance Concrete Bridge Decks. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/1807/43089.

Council of Science Editors:

Liu EYX. Controlling Early-age Transverse Cracking in High Performance Concrete Bridge Decks. [Masters Thesis]. University of Toronto; 2013. Available from: http://hdl.handle.net/1807/43089


Rutgers University

19. Mansi, Aseel Shaban, 1978. Development of low-shrinkage rapid set composite and simulation of shrinkage cracking distribution in repaired concrete members.

Degree: PhD, Civil and Environmental Engineering, 2019, Rutgers University

 As the global transportation infrastructure aged, the need for effective maintenance has become necessary to maintain not only strength but also durability. Although many materials… (more)

Subjects/Keywords: Cement composites; Portland cement; Concrete  – Cracking

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APA (6th Edition):

Mansi, Aseel Shaban, 1. (2019). Development of low-shrinkage rapid set composite and simulation of shrinkage cracking distribution in repaired concrete members. (Doctoral Dissertation). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/60859/

Chicago Manual of Style (16th Edition):

Mansi, Aseel Shaban, 1978. “Development of low-shrinkage rapid set composite and simulation of shrinkage cracking distribution in repaired concrete members.” 2019. Doctoral Dissertation, Rutgers University. Accessed April 09, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/60859/.

MLA Handbook (7th Edition):

Mansi, Aseel Shaban, 1978. “Development of low-shrinkage rapid set composite and simulation of shrinkage cracking distribution in repaired concrete members.” 2019. Web. 09 Apr 2020.

Vancouver:

Mansi, Aseel Shaban 1. Development of low-shrinkage rapid set composite and simulation of shrinkage cracking distribution in repaired concrete members. [Internet] [Doctoral dissertation]. Rutgers University; 2019. [cited 2020 Apr 09]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/60859/.

Council of Science Editors:

Mansi, Aseel Shaban 1. Development of low-shrinkage rapid set composite and simulation of shrinkage cracking distribution in repaired concrete members. [Doctoral Dissertation]. Rutgers University; 2019. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/60859/


University of Illinois – Urbana-Champaign

20. Ardeshirilajimi, Ardavan. Understanding effects of pre-soaked lightweight aggregate on volume stability of mortar and concrete mixtures.

Degree: PhD, Civil Engineering, 2018, University of Illinois – Urbana-Champaign

 Shrinkage cracking is a predominant deterioration mechanism greatly affecting the durability and integrity of concrete structures. This is especially the case for concrete bridge decks… (more)

Subjects/Keywords: Lightweight Aggregate; Shrinkage Cracking; Concrete; Internal Curing

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APA (6th Edition):

Ardeshirilajimi, A. (2018). Understanding effects of pre-soaked lightweight aggregate on volume stability of mortar and concrete mixtures. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/102447

Chicago Manual of Style (16th Edition):

Ardeshirilajimi, Ardavan. “Understanding effects of pre-soaked lightweight aggregate on volume stability of mortar and concrete mixtures.” 2018. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed April 09, 2020. http://hdl.handle.net/2142/102447.

MLA Handbook (7th Edition):

Ardeshirilajimi, Ardavan. “Understanding effects of pre-soaked lightweight aggregate on volume stability of mortar and concrete mixtures.” 2018. Web. 09 Apr 2020.

Vancouver:

Ardeshirilajimi A. Understanding effects of pre-soaked lightweight aggregate on volume stability of mortar and concrete mixtures. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2018. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/2142/102447.

Council of Science Editors:

Ardeshirilajimi A. Understanding effects of pre-soaked lightweight aggregate on volume stability of mortar and concrete mixtures. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2018. Available from: http://hdl.handle.net/2142/102447


Ryerson University

21. Jourabloo, Ali. Thick Reinforced Concrete Walls Subjected To Non-Uniform Restrained Shrinkage.

Degree: 2009, Ryerson University

 Several researchers have studied the behavior of reinforced concrete walls under restraint shrinkage, which demonstrate the variation of the degree of restraint with different Length/Height… (more)

Subjects/Keywords: Concrete walls  – Cracking; Concrete walls  – Testing; Concrete walls  – Standards; Concrete  – Expansion and contraction

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APA (6th Edition):

Jourabloo, A. (2009). Thick Reinforced Concrete Walls Subjected To Non-Uniform Restrained Shrinkage. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1862

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):

Jourabloo, Ali. “Thick Reinforced Concrete Walls Subjected To Non-Uniform Restrained Shrinkage.” 2009. Thesis, Ryerson University. Accessed April 09, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A1862.

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

MLA Handbook (7th Edition):

Jourabloo, Ali. “Thick Reinforced Concrete Walls Subjected To Non-Uniform Restrained Shrinkage.” 2009. Web. 09 Apr 2020.

Vancouver:

Jourabloo A. Thick Reinforced Concrete Walls Subjected To Non-Uniform Restrained Shrinkage. [Internet] [Thesis]. Ryerson University; 2009. [cited 2020 Apr 09]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1862.

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

Council of Science Editors:

Jourabloo A. Thick Reinforced Concrete Walls Subjected To Non-Uniform Restrained Shrinkage. [Thesis]. Ryerson University; 2009. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1862

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


University of Hong Kong

22. Abeyruwan, Helarisi. Cracking and deformation characteristics of concrete beams with prestressed concrete reinforcement.

Degree: M. Phil., 1984, University of Hong Kong

published_or_final_version

Civil Engineering

Master

Master of Philosophy

Subjects/Keywords: Concrete - Cracking.; Prestressed concrete beams.

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APA (6th Edition):

Abeyruwan, H. (1984). Cracking and deformation characteristics of concrete beams with prestressed concrete reinforcement. (Masters Thesis). University of Hong Kong. Retrieved from Abeyruwan, H.. (1984). Cracking and deformation characteristics of concrete beams with prestressed concrete reinforcement. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3120649 ; http://dx.doi.org/10.5353/th_b3120649 ; http://hdl.handle.net/10722/33207

Chicago Manual of Style (16th Edition):

Abeyruwan, Helarisi. “Cracking and deformation characteristics of concrete beams with prestressed concrete reinforcement.” 1984. Masters Thesis, University of Hong Kong. Accessed April 09, 2020. Abeyruwan, H.. (1984). Cracking and deformation characteristics of concrete beams with prestressed concrete reinforcement. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3120649 ; http://dx.doi.org/10.5353/th_b3120649 ; http://hdl.handle.net/10722/33207.

MLA Handbook (7th Edition):

Abeyruwan, Helarisi. “Cracking and deformation characteristics of concrete beams with prestressed concrete reinforcement.” 1984. Web. 09 Apr 2020.

Vancouver:

Abeyruwan H. Cracking and deformation characteristics of concrete beams with prestressed concrete reinforcement. [Internet] [Masters thesis]. University of Hong Kong; 1984. [cited 2020 Apr 09]. Available from: Abeyruwan, H.. (1984). Cracking and deformation characteristics of concrete beams with prestressed concrete reinforcement. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3120649 ; http://dx.doi.org/10.5353/th_b3120649 ; http://hdl.handle.net/10722/33207.

Council of Science Editors:

Abeyruwan H. Cracking and deformation characteristics of concrete beams with prestressed concrete reinforcement. [Masters Thesis]. University of Hong Kong; 1984. Available from: Abeyruwan, H.. (1984). Cracking and deformation characteristics of concrete beams with prestressed concrete reinforcement. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3120649 ; http://dx.doi.org/10.5353/th_b3120649 ; http://hdl.handle.net/10722/33207


McGill University

23. Bischoff, Peter H. Response of prestressed concrete tension members.

Degree: M. Eng., Department of Civil Engineering and Applied Mechanics., 1983, McGill University

Subjects/Keywords: Prestressed concrete.; Concrete  – Cracking.

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APA (6th Edition):

Bischoff, P. H. (1983). Response of prestressed concrete tension members. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile63111.pdf

Chicago Manual of Style (16th Edition):

Bischoff, Peter H. “Response of prestressed concrete tension members.” 1983. Masters Thesis, McGill University. Accessed April 09, 2020. http://digitool.library.mcgill.ca/thesisfile63111.pdf.

MLA Handbook (7th Edition):

Bischoff, Peter H. “Response of prestressed concrete tension members.” 1983. Web. 09 Apr 2020.

Vancouver:

Bischoff PH. Response of prestressed concrete tension members. [Internet] [Masters thesis]. McGill University; 1983. [cited 2020 Apr 09]. Available from: http://digitool.library.mcgill.ca/thesisfile63111.pdf.

Council of Science Editors:

Bischoff PH. Response of prestressed concrete tension members. [Masters Thesis]. McGill University; 1983. Available from: http://digitool.library.mcgill.ca/thesisfile63111.pdf


Stellenbosch University

24. Nieuwoudt, Pieter Daniel. Quantifying the cracking behaviour of strain hardening cement-based composites.

Degree: MScEng, Civil Engineering, 2012, Stellenbosch University

ENGLISH ABSTRACT: Strain Hardening Cement Based Composite (SHCC) is a type of High Performance Fibre Reinforced Cement-based Composite (HPFRCC). SHCC contains randomly distributed short fibres… (more)

Subjects/Keywords: Civil engineering; Reinforced concrete  – Strains and stresses; Reinforced concrete  – Cracking

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APA (6th Edition):

Nieuwoudt, P. D. (2012). Quantifying the cracking behaviour of strain hardening cement-based composites. (Masters Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/20076

Chicago Manual of Style (16th Edition):

Nieuwoudt, Pieter Daniel. “Quantifying the cracking behaviour of strain hardening cement-based composites.” 2012. Masters Thesis, Stellenbosch University. Accessed April 09, 2020. http://hdl.handle.net/10019.1/20076.

MLA Handbook (7th Edition):

Nieuwoudt, Pieter Daniel. “Quantifying the cracking behaviour of strain hardening cement-based composites.” 2012. Web. 09 Apr 2020.

Vancouver:

Nieuwoudt PD. Quantifying the cracking behaviour of strain hardening cement-based composites. [Internet] [Masters thesis]. Stellenbosch University; 2012. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/10019.1/20076.

Council of Science Editors:

Nieuwoudt PD. Quantifying the cracking behaviour of strain hardening cement-based composites. [Masters Thesis]. Stellenbosch University; 2012. Available from: http://hdl.handle.net/10019.1/20076


Kansas State University

25. Jones, Gary Lee. Crack growth measurement and fracture toughness of plain concrete beams.

Degree: 1982, Kansas State University

Subjects/Keywords: Concrete beams – Fatigue; Concrete – Cracking

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APA (6th Edition):

Jones, G. L. (1982). Crack growth measurement and fracture toughness of plain concrete beams. (Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/12772

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):

Jones, Gary Lee. “Crack growth measurement and fracture toughness of plain concrete beams.” 1982. Thesis, Kansas State University. Accessed April 09, 2020. http://hdl.handle.net/2097/12772.

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

MLA Handbook (7th Edition):

Jones, Gary Lee. “Crack growth measurement and fracture toughness of plain concrete beams.” 1982. Web. 09 Apr 2020.

Vancouver:

Jones GL. Crack growth measurement and fracture toughness of plain concrete beams. [Internet] [Thesis]. Kansas State University; 1982. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/2097/12772.

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

Council of Science Editors:

Jones GL. Crack growth measurement and fracture toughness of plain concrete beams. [Thesis]. Kansas State University; 1982. Available from: http://hdl.handle.net/2097/12772

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


University of New South Wales

26. Nejadi, Shamsaddin. Time-dependent cracking and crack control in reinforced concrete structures.

Degree: Civil & Environmental Engineering, 2005, University of New South Wales

 Due to the relatively low tensile strength of concrete, cracks are inevitable in reinforced concrete structures. Therefore, studying the crackingbehaviour of reinforced concrete elements and… (more)

Subjects/Keywords: reinforced concrete; concrete; cracking

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APA (6th Edition):

Nejadi, S. (2005). Time-dependent cracking and crack control in reinforced concrete structures. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/22440 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:762/SOURCE01?view=true

Chicago Manual of Style (16th Edition):

Nejadi, Shamsaddin. “Time-dependent cracking and crack control in reinforced concrete structures.” 2005. Doctoral Dissertation, University of New South Wales. Accessed April 09, 2020. http://handle.unsw.edu.au/1959.4/22440 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:762/SOURCE01?view=true.

MLA Handbook (7th Edition):

Nejadi, Shamsaddin. “Time-dependent cracking and crack control in reinforced concrete structures.” 2005. Web. 09 Apr 2020.

Vancouver:

Nejadi S. Time-dependent cracking and crack control in reinforced concrete structures. [Internet] [Doctoral dissertation]. University of New South Wales; 2005. [cited 2020 Apr 09]. Available from: http://handle.unsw.edu.au/1959.4/22440 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:762/SOURCE01?view=true.

Council of Science Editors:

Nejadi S. Time-dependent cracking and crack control in reinforced concrete structures. [Doctoral Dissertation]. University of New South Wales; 2005. Available from: http://handle.unsw.edu.au/1959.4/22440 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:762/SOURCE01?view=true


Georgia Tech

27. Arne, Kevin C. Crack depth measurement in reinforced concrete using ultrasonic techniques.

Degree: MS, Civil and Environmental Engineering, 2014, Georgia Tech

Concrete is the most widely used construction material in the world, so the assessment of damage in concrete is critical from the point of view… (more)

Subjects/Keywords: Nondestructive evaluation; Concrete; Crack depth measurement; Reinforced concrete Cracking; Ultrasonic testing

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APA (6th Edition):

Arne, K. C. (2014). Crack depth measurement in reinforced concrete using ultrasonic techniques. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/51914

Chicago Manual of Style (16th Edition):

Arne, Kevin C. “Crack depth measurement in reinforced concrete using ultrasonic techniques.” 2014. Masters Thesis, Georgia Tech. Accessed April 09, 2020. http://hdl.handle.net/1853/51914.

MLA Handbook (7th Edition):

Arne, Kevin C. “Crack depth measurement in reinforced concrete using ultrasonic techniques.” 2014. Web. 09 Apr 2020.

Vancouver:

Arne KC. Crack depth measurement in reinforced concrete using ultrasonic techniques. [Internet] [Masters thesis]. Georgia Tech; 2014. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/1853/51914.

Council of Science Editors:

Arne KC. Crack depth measurement in reinforced concrete using ultrasonic techniques. [Masters Thesis]. Georgia Tech; 2014. Available from: http://hdl.handle.net/1853/51914


Hong Kong University of Science and Technology

28. 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

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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 http://repository.ust.hk/ir/Record/1783.1-74348 ; 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 April 09, 2020. http://repository.ust.hk/ir/Record/1783.1-74348 ; 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. 09 Apr 2020.

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 2020 Apr 09]. Available from: http://repository.ust.hk/ir/Record/1783.1-74348 ; 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: http://repository.ust.hk/ir/Record/1783.1-74348 ; 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


Michigan State University

29. Eldarwish, Aly I. Enhancement of the cracking resistance and toughness characteristics of concrete with recycled synthetic inclusion.

Degree: PhD, Department of Civil and Environmental Engineering, 1994, Michigan State University

Subjects/Keywords: Concrete – Additives; Concrete – Cracking

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APA (6th Edition):

Eldarwish, A. I. (1994). Enhancement of the cracking resistance and toughness characteristics of concrete with recycled synthetic inclusion. (Doctoral Dissertation). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:24367

Chicago Manual of Style (16th Edition):

Eldarwish, Aly I. “Enhancement of the cracking resistance and toughness characteristics of concrete with recycled synthetic inclusion.” 1994. Doctoral Dissertation, Michigan State University. Accessed April 09, 2020. http://etd.lib.msu.edu/islandora/object/etd:24367.

MLA Handbook (7th Edition):

Eldarwish, Aly I. “Enhancement of the cracking resistance and toughness characteristics of concrete with recycled synthetic inclusion.” 1994. Web. 09 Apr 2020.

Vancouver:

Eldarwish AI. Enhancement of the cracking resistance and toughness characteristics of concrete with recycled synthetic inclusion. [Internet] [Doctoral dissertation]. Michigan State University; 1994. [cited 2020 Apr 09]. Available from: http://etd.lib.msu.edu/islandora/object/etd:24367.

Council of Science Editors:

Eldarwish AI. Enhancement of the cracking resistance and toughness characteristics of concrete with recycled synthetic inclusion. [Doctoral Dissertation]. Michigan State University; 1994. Available from: http://etd.lib.msu.edu/islandora/object/etd:24367


Rutgers University

30. Aktas, Kagan. Assessment of cracking potential of high-performance concrete due to restrained shrinkage.

Degree: MS, Civil and Environmental Engineering, 2007, Rutgers University

 Many State Engineers have observed that a number of high-performance concrete (HPC) bridge decks exhibited cracking and sometimes soon after being poured. Although deck cracking(more)

Subjects/Keywords: Concrete – Cracking; Concrete – Expansion and contraction; Bridges, Concrete – Cracking

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

APA (6th Edition):

Aktas, K. (2007). Assessment of cracking potential of high-performance concrete due to restrained shrinkage. (Masters Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.15777

Chicago Manual of Style (16th Edition):

Aktas, Kagan. “Assessment of cracking potential of high-performance concrete due to restrained shrinkage.” 2007. Masters Thesis, Rutgers University. Accessed April 09, 2020. http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.15777.

MLA Handbook (7th Edition):

Aktas, Kagan. “Assessment of cracking potential of high-performance concrete due to restrained shrinkage.” 2007. Web. 09 Apr 2020.

Vancouver:

Aktas K. Assessment of cracking potential of high-performance concrete due to restrained shrinkage. [Internet] [Masters thesis]. Rutgers University; 2007. [cited 2020 Apr 09]. Available from: http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.15777.

Council of Science Editors:

Aktas K. Assessment of cracking potential of high-performance concrete due to restrained shrinkage. [Masters Thesis]. Rutgers University; 2007. Available from: http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.15777

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