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You searched for subject:(Reinforced Concrete). Showing records 1 – 30 of 3248 total matches.

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University of Johannesburg

1. Krijnauw, Pieter. Die skuifsterkte van gewapende beton.

Degree: 2014, University of Johannesburg

M.Ing. (Civil Engineering)

The shear strength of a concrete structure is usually determined in practice in accordance with the applicable national concrete design code. Calculation… (more)

Subjects/Keywords: Reinforced concrete.; Reinforced concrete construction.

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APA (6th Edition):

Krijnauw, P. (2014). Die skuifsterkte van gewapende beton. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/9263

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):

Krijnauw, Pieter. “Die skuifsterkte van gewapende beton.” 2014. Thesis, University of Johannesburg. Accessed April 11, 2021. http://hdl.handle.net/10210/9263.

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

MLA Handbook (7th Edition):

Krijnauw, Pieter. “Die skuifsterkte van gewapende beton.” 2014. Web. 11 Apr 2021.

Vancouver:

Krijnauw P. Die skuifsterkte van gewapende beton. [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10210/9263.

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

Council of Science Editors:

Krijnauw P. Die skuifsterkte van gewapende beton. [Thesis]. University of Johannesburg; 2014. Available from: http://hdl.handle.net/10210/9263

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


Oregon State University

2. Shields, Silas A. Assessing durability of reinforced concrete and ductile Iron.

Degree: MS, 2017, Oregon State University

 The first goal of this master’s thesis was to investigate the linkage between a non-destructive testing method, surface resistivity, and premature concrete deterioration brought on… (more)

Subjects/Keywords: Reinforced Concrete

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APA (6th Edition):

Shields, S. A. (2017). Assessing durability of reinforced concrete and ductile Iron. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/61656

Chicago Manual of Style (16th Edition):

Shields, Silas A. “Assessing durability of reinforced concrete and ductile Iron.” 2017. Masters Thesis, Oregon State University. Accessed April 11, 2021. http://hdl.handle.net/1957/61656.

MLA Handbook (7th Edition):

Shields, Silas A. “Assessing durability of reinforced concrete and ductile Iron.” 2017. Web. 11 Apr 2021.

Vancouver:

Shields SA. Assessing durability of reinforced concrete and ductile Iron. [Internet] [Masters thesis]. Oregon State University; 2017. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/1957/61656.

Council of Science Editors:

Shields SA. Assessing durability of reinforced concrete and ductile Iron. [Masters Thesis]. Oregon State University; 2017. Available from: http://hdl.handle.net/1957/61656


Rutgers University

3. Abdulhameed, Haider Adel, 1979-. Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material.

Degree: PhD, Civil and Environmental Engineering, 2018, Rutgers University

Self-consolidating concrete (SCC) has been used for repairs due to its ability in overhead applications and hard to access areas such as condensed reinforcement. However,… (more)

Subjects/Keywords: Concrete – Reinforced; Self-consolidating concrete

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APA (6th Edition):

Abdulhameed, Haider Adel, 1. (2018). Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material. (Doctoral Dissertation). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/55972/

Chicago Manual of Style (16th Edition):

Abdulhameed, Haider Adel, 1979-. “Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material.” 2018. Doctoral Dissertation, Rutgers University. Accessed April 11, 2021. https://rucore.libraries.rutgers.edu/rutgers-lib/55972/.

MLA Handbook (7th Edition):

Abdulhameed, Haider Adel, 1979-. “Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material.” 2018. Web. 11 Apr 2021.

Vancouver:

Abdulhameed, Haider Adel 1. Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material. [Internet] [Doctoral dissertation]. Rutgers University; 2018. [cited 2021 Apr 11]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/55972/.

Council of Science Editors:

Abdulhameed, Haider Adel 1. Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material. [Doctoral Dissertation]. Rutgers University; 2018. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/55972/


Rutgers University

4. Haddad, Elie I., 1993-. Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams.

Degree: MS, Civil and Environmental Engineering, 2018, Rutgers University

Reinforced concrete bridge decks tend to deteriorate over time due to the increase in live load and corrosion of reinforcement and many other reasons. Economic… (more)

Subjects/Keywords: Reinforced concrete; Concrete beams

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APA (6th Edition):

Haddad, Elie I., 1. (2018). Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/59108/

Chicago Manual of Style (16th Edition):

Haddad, Elie I., 1993-. “Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams.” 2018. Masters Thesis, Rutgers University. Accessed April 11, 2021. https://rucore.libraries.rutgers.edu/rutgers-lib/59108/.

MLA Handbook (7th Edition):

Haddad, Elie I., 1993-. “Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams.” 2018. Web. 11 Apr 2021.

Vancouver:

Haddad, Elie I. 1. Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams. [Internet] [Masters thesis]. Rutgers University; 2018. [cited 2021 Apr 11]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/59108/.

Council of Science Editors:

Haddad, Elie I. 1. Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams. [Masters Thesis]. Rutgers University; 2018. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/59108/


Oregon State University

5. Lostra, Mackenzie M. W. Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars.

Degree: MS, Civil Engineering, 2016, Oregon State University

 Large numbers of reinforced concrete (RC) bridges were built in the past that are now considered seismically deficient. The structural members most likely to be… (more)

Subjects/Keywords: Reinforced Concrete; Reinforced concrete  – Earthquake effects

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APA (6th Edition):

Lostra, M. M. W. (2016). Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/59903

Chicago Manual of Style (16th Edition):

Lostra, Mackenzie M W. “Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars.” 2016. Masters Thesis, Oregon State University. Accessed April 11, 2021. http://hdl.handle.net/1957/59903.

MLA Handbook (7th Edition):

Lostra, Mackenzie M W. “Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars.” 2016. Web. 11 Apr 2021.

Vancouver:

Lostra MMW. Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars. [Internet] [Masters thesis]. Oregon State University; 2016. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/1957/59903.

Council of Science Editors:

Lostra MMW. Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars. [Masters Thesis]. Oregon State University; 2016. Available from: http://hdl.handle.net/1957/59903


Stellenbosch University

6. Gerber, Johannes Daniel. Alternative Wall-to-slab Connection Systems in Reinforced Concrete Structures.

Degree: MEng, Civil Engineering, 2016, Stellenbosch University

 ENGLISH ABSTRACT: In the construction of multi-storey buildings, the reinforced concrete (RC) core or shear walls normally precede the construction of the RC floors. A… (more)

Subjects/Keywords: Reinforced concrete slabs; UCTD; Reinforced concrete walls; Reinforced concrete construction  – Models; Reinforced concrete construction  – Testing

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APA (6th Edition):

Gerber, J. D. (2016). Alternative Wall-to-slab Connection Systems in Reinforced Concrete Structures. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/100069

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, Johannes Daniel. “Alternative Wall-to-slab Connection Systems in Reinforced Concrete Structures.” 2016. Thesis, Stellenbosch University. Accessed April 11, 2021. http://hdl.handle.net/10019.1/100069.

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

MLA Handbook (7th Edition):

Gerber, Johannes Daniel. “Alternative Wall-to-slab Connection Systems in Reinforced Concrete Structures.” 2016. Web. 11 Apr 2021.

Vancouver:

Gerber JD. Alternative Wall-to-slab Connection Systems in Reinforced Concrete Structures. [Internet] [Thesis]. Stellenbosch University; 2016. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10019.1/100069.

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

Council of Science Editors:

Gerber JD. Alternative Wall-to-slab Connection Systems in Reinforced Concrete Structures. [Thesis]. Stellenbosch University; 2016. Available from: http://hdl.handle.net/10019.1/100069

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


Rutgers University

7. Grek, Daniel, 1987-. High temperature resistance of reinforced concrete beams strengthened with steel reinforced inorganic polymer (SRIP).

Degree: PhD, Civil and Environmental Engineering, 2017, Rutgers University

Use of Fiber Reinforced Polymer (FRP) composite in infrastructures has steadily increased over the last two decades. The primary use is still for repair, rehabilitation… (more)

Subjects/Keywords: Polymers; Reinforced concrete

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APA (6th Edition):

Grek, Daniel, 1. (2017). High temperature resistance of reinforced concrete beams strengthened with steel reinforced inorganic polymer (SRIP). (Doctoral Dissertation). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/55503/

Chicago Manual of Style (16th Edition):

Grek, Daniel, 1987-. “High temperature resistance of reinforced concrete beams strengthened with steel reinforced inorganic polymer (SRIP).” 2017. Doctoral Dissertation, Rutgers University. Accessed April 11, 2021. https://rucore.libraries.rutgers.edu/rutgers-lib/55503/.

MLA Handbook (7th Edition):

Grek, Daniel, 1987-. “High temperature resistance of reinforced concrete beams strengthened with steel reinforced inorganic polymer (SRIP).” 2017. Web. 11 Apr 2021.

Vancouver:

Grek, Daniel 1. High temperature resistance of reinforced concrete beams strengthened with steel reinforced inorganic polymer (SRIP). [Internet] [Doctoral dissertation]. Rutgers University; 2017. [cited 2021 Apr 11]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/55503/.

Council of Science Editors:

Grek, Daniel 1. High temperature resistance of reinforced concrete beams strengthened with steel reinforced inorganic polymer (SRIP). [Doctoral Dissertation]. Rutgers University; 2017. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/55503/


Rutgers University

8. Sholy, Christopher. Investigation of fiber reinforced self-consolidation concrete laminates in retrofitting concrete beams.

Degree: MS, Civil and Environmental Engineering, 2018, Rutgers University

 The deteriorated state of the current infrastructure is problematic and economic factors limit the complete replacement of structures, stressing the importance on rehabilitation to extend… (more)

Subjects/Keywords: Fiber-reinforced concrete

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APA (6th Edition):

Sholy, C. (2018). Investigation of fiber reinforced self-consolidation concrete laminates in retrofitting concrete beams. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/57726/

Chicago Manual of Style (16th Edition):

Sholy, Christopher. “Investigation of fiber reinforced self-consolidation concrete laminates in retrofitting concrete beams.” 2018. Masters Thesis, Rutgers University. Accessed April 11, 2021. https://rucore.libraries.rutgers.edu/rutgers-lib/57726/.

MLA Handbook (7th Edition):

Sholy, Christopher. “Investigation of fiber reinforced self-consolidation concrete laminates in retrofitting concrete beams.” 2018. Web. 11 Apr 2021.

Vancouver:

Sholy C. Investigation of fiber reinforced self-consolidation concrete laminates in retrofitting concrete beams. [Internet] [Masters thesis]. Rutgers University; 2018. [cited 2021 Apr 11]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/57726/.

Council of Science Editors:

Sholy C. Investigation of fiber reinforced self-consolidation concrete laminates in retrofitting concrete beams. [Masters Thesis]. Rutgers University; 2018. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/57726/


Rutgers University

9. Shehata, Andrew, 1996-. Creep behavior of high-performance concrete reinforced with polypropylene fibers.

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

 High performance concrete (HPC) is being used on daily basis by the construction industry, due to its suburb properties. HPC attains high strength and durability… (more)

Subjects/Keywords: Reinforced concrete  – Creep

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APA (6th Edition):

Shehata, Andrew, 1. (2019). Creep behavior of high-performance concrete reinforced with polypropylene fibers. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/61058/

Chicago Manual of Style (16th Edition):

Shehata, Andrew, 1996-. “Creep behavior of high-performance concrete reinforced with polypropylene fibers.” 2019. Masters Thesis, Rutgers University. Accessed April 11, 2021. https://rucore.libraries.rutgers.edu/rutgers-lib/61058/.

MLA Handbook (7th Edition):

Shehata, Andrew, 1996-. “Creep behavior of high-performance concrete reinforced with polypropylene fibers.” 2019. Web. 11 Apr 2021.

Vancouver:

Shehata, Andrew 1. Creep behavior of high-performance concrete reinforced with polypropylene fibers. [Internet] [Masters thesis]. Rutgers University; 2019. [cited 2021 Apr 11]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/61058/.

Council of Science Editors:

Shehata, Andrew 1. Creep behavior of high-performance concrete reinforced with polypropylene fibers. [Masters Thesis]. Rutgers University; 2019. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/61058/


Kansas State University

10. Liao, Changmin. Design considerations for two-flight reinforced concrete stairs.

Degree: MS, Department of Architectural Engineering and Construction Science, 2020, Kansas State University

 The reinforced concrete stairs are commonly used in the built environment for many years. In the early 20th century, the use of steel as the… (more)

Subjects/Keywords: Reinforced concrete; Stair; Reinforced concrete stair; Two flight reinforced concrete stair

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APA (6th Edition):

Liao, C. (2020). Design considerations for two-flight reinforced concrete stairs. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/40601

Chicago Manual of Style (16th Edition):

Liao, Changmin. “Design considerations for two-flight reinforced concrete stairs.” 2020. Masters Thesis, Kansas State University. Accessed April 11, 2021. http://hdl.handle.net/2097/40601.

MLA Handbook (7th Edition):

Liao, Changmin. “Design considerations for two-flight reinforced concrete stairs.” 2020. Web. 11 Apr 2021.

Vancouver:

Liao C. Design considerations for two-flight reinforced concrete stairs. [Internet] [Masters thesis]. Kansas State University; 2020. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/2097/40601.

Council of Science Editors:

Liao C. Design considerations for two-flight reinforced concrete stairs. [Masters Thesis]. Kansas State University; 2020. Available from: http://hdl.handle.net/2097/40601


Florida Atlantic University

11. 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.

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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 April 11, 2021. 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. 11 Apr 2021.

Vancouver:

Nazim M. Corrosion Propagation of Rebar Embedded in High Performance Concrete. [Internet] [Masters thesis]. Florida Atlantic University; 2017. [cited 2021 Apr 11]. 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


Florida Atlantic University

12. Ellis, Spencer G. SYNTHETIC FIBER REINFORCED CONCRETE PERFORMANCE AFTER PROLONGED ENVIRONMENTAL EXPOSURE UTILIZING THE MODIFIED INDIRECT TENSILE TEST.

Degree: MS, 2020, Florida Atlantic University

In order to study the mechanical performance of dry-cast synthetic fiber reinforced concrete (SynFRC), samples of varying geometry, fiber content, and environmental exposure were developed… (more)

Subjects/Keywords: Reinforced concrete; Fiber-reinforced concrete – Testing; Reinforced concrete – Mechanical properties; Tensile Strength; Concrete—Environmental testing

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APA (6th Edition):

Ellis, S. G. (2020). SYNTHETIC FIBER REINFORCED CONCRETE PERFORMANCE AFTER PROLONGED ENVIRONMENTAL EXPOSURE UTILIZING THE MODIFIED INDIRECT TENSILE TEST. (Masters Thesis). Florida Atlantic University. Retrieved from http://fau.digital.flvc.org/islandora/object/fau:42604

Chicago Manual of Style (16th Edition):

Ellis, Spencer G. “SYNTHETIC FIBER REINFORCED CONCRETE PERFORMANCE AFTER PROLONGED ENVIRONMENTAL EXPOSURE UTILIZING THE MODIFIED INDIRECT TENSILE TEST.” 2020. Masters Thesis, Florida Atlantic University. Accessed April 11, 2021. http://fau.digital.flvc.org/islandora/object/fau:42604.

MLA Handbook (7th Edition):

Ellis, Spencer G. “SYNTHETIC FIBER REINFORCED CONCRETE PERFORMANCE AFTER PROLONGED ENVIRONMENTAL EXPOSURE UTILIZING THE MODIFIED INDIRECT TENSILE TEST.” 2020. Web. 11 Apr 2021.

Vancouver:

Ellis SG. SYNTHETIC FIBER REINFORCED CONCRETE PERFORMANCE AFTER PROLONGED ENVIRONMENTAL EXPOSURE UTILIZING THE MODIFIED INDIRECT TENSILE TEST. [Internet] [Masters thesis]. Florida Atlantic University; 2020. [cited 2021 Apr 11]. Available from: http://fau.digital.flvc.org/islandora/object/fau:42604.

Council of Science Editors:

Ellis SG. SYNTHETIC FIBER REINFORCED CONCRETE PERFORMANCE AFTER PROLONGED ENVIRONMENTAL EXPOSURE UTILIZING THE MODIFIED INDIRECT TENSILE TEST. [Masters Thesis]. Florida Atlantic University; 2020. Available from: http://fau.digital.flvc.org/islandora/object/fau:42604


Stellenbosch University

13. Nieuwoudt, Pieter Daniel. Time-dependent Behaviour of Cracked Steel Fibre Reinforced Concrete: from Single Fibre Level to Macroscopic Level.

Degree: D.Phil, Civil Engineering, 2016, Stellenbosch University

 ENGLISH ABSTRACT: The addition of steel fibres to a concrete matrix is known to improve the material’s post crack mechanical behaviour under short term loading… (more)

Subjects/Keywords: Fiber-reinforced concrete; Reinforced concrete construction; Concrete  – Expansion and contraction; Concrete  – Cracking; Concrete  – Curing; UCTD

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

APA (6th Edition):

Nieuwoudt, P. D. (2016). Time-dependent Behaviour of Cracked Steel Fibre Reinforced Concrete: from Single Fibre Level to Macroscopic Level. (Doctoral Dissertation). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/98497

Chicago Manual of Style (16th Edition):

Nieuwoudt, Pieter Daniel. “Time-dependent Behaviour of Cracked Steel Fibre Reinforced Concrete: from Single Fibre Level to Macroscopic Level.” 2016. Doctoral Dissertation, Stellenbosch University. Accessed April 11, 2021. http://hdl.handle.net/10019.1/98497.

MLA Handbook (7th Edition):

Nieuwoudt, Pieter Daniel. “Time-dependent Behaviour of Cracked Steel Fibre Reinforced Concrete: from Single Fibre Level to Macroscopic Level.” 2016. Web. 11 Apr 2021.

Vancouver:

Nieuwoudt PD. Time-dependent Behaviour of Cracked Steel Fibre Reinforced Concrete: from Single Fibre Level to Macroscopic Level. [Internet] [Doctoral dissertation]. Stellenbosch University; 2016. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10019.1/98497.

Council of Science Editors:

Nieuwoudt PD. Time-dependent Behaviour of Cracked Steel Fibre Reinforced Concrete: from Single Fibre Level to Macroscopic Level. [Doctoral Dissertation]. Stellenbosch University; 2016. Available from: http://hdl.handle.net/10019.1/98497


Stellenbosch University

14. Bester, Hermanus Lambertus. Generic model for predicting the performance of macro-synthetic fibre reinforced concrete for industrial flooring applications.

Degree: MEng, Civil Engineering, 2017, Stellenbosch University

 ENGLISH ABSTRACT: The versatility and ready availability of concrete has ensured that this material will continue to be one of great and increasing importance for… (more)

Subjects/Keywords: Reinforced concrete; Reinforced concrete  – Cracking; Flooring, Concrete; UCTD

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APA (6th Edition):

Bester, H. L. (2017). Generic model for predicting the performance of macro-synthetic fibre reinforced concrete for industrial flooring applications. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/100854

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):

Bester, Hermanus Lambertus. “Generic model for predicting the performance of macro-synthetic fibre reinforced concrete for industrial flooring applications.” 2017. Thesis, Stellenbosch University. Accessed April 11, 2021. http://hdl.handle.net/10019.1/100854.

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

MLA Handbook (7th Edition):

Bester, Hermanus Lambertus. “Generic model for predicting the performance of macro-synthetic fibre reinforced concrete for industrial flooring applications.” 2017. Web. 11 Apr 2021.

Vancouver:

Bester HL. Generic model for predicting the performance of macro-synthetic fibre reinforced concrete for industrial flooring applications. [Internet] [Thesis]. Stellenbosch University; 2017. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10019.1/100854.

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

Council of Science Editors:

Bester HL. Generic model for predicting the performance of macro-synthetic fibre reinforced concrete for industrial flooring applications. [Thesis]. Stellenbosch University; 2017. Available from: http://hdl.handle.net/10019.1/100854

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


Anna University

15. Ramadevi K. Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;.

Degree: Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames, 2015, Anna University

The concept of using fibres to reinforce a brittle material is not new According to American Concrete Institute ACI manual of concrete practice the use… (more)

Subjects/Keywords: Civil engineering; Ductile beahaviour; Hybrid fibre reinforced concrete; Reinforced concrete elements; Reinforced concrete frames

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APA (6th Edition):

K, R. (2015). Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/49451

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):

K, Ramadevi. “Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;.” 2015. Thesis, Anna University. Accessed April 11, 2021. http://shodhganga.inflibnet.ac.in/handle/10603/49451.

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

MLA Handbook (7th Edition):

K, Ramadevi. “Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;.” 2015. Web. 11 Apr 2021.

Vancouver:

K R. Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;. [Internet] [Thesis]. Anna University; 2015. [cited 2021 Apr 11]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/49451.

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

Council of Science Editors:

K R. Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;. [Thesis]. Anna University; 2015. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/49451

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


Stellenbosch University

16. 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

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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 April 11, 2021. 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. 11 Apr 2021.

Vancouver:

Bezuidenhout SR. Corrosion propagation in cracked reinforced concrete structures. [Internet] [Thesis]. Stellenbosch University; 2017. [cited 2021 Apr 11]. 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 Technology, Sydney

17. Kabir, MI. Short and long term performance of concrete structures repaired/strengthened with FRP.

Degree: 2014, University of Technology, Sydney

 Fibre Reinforced Polymer (FRP) composites have lately become a popular choice for strengthening and/or repairing of reinforced concrete (RC) structures due to their advantageous properties… (more)

Subjects/Keywords: FRP.; Fibre reinforced Polymer.; Reinforced concrete structures.; Fibre reinforced concrete.; Concrete repair.; Wildcardtest.

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APA (6th Edition):

Kabir, M. (2014). Short and long term performance of concrete structures repaired/strengthened with FRP. (Thesis). University of Technology, Sydney. Retrieved from http://hdl.handle.net/10453/30380

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):

Kabir, MI. “Short and long term performance of concrete structures repaired/strengthened with FRP.” 2014. Thesis, University of Technology, Sydney. Accessed April 11, 2021. http://hdl.handle.net/10453/30380.

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

MLA Handbook (7th Edition):

Kabir, MI. “Short and long term performance of concrete structures repaired/strengthened with FRP.” 2014. Web. 11 Apr 2021.

Vancouver:

Kabir M. Short and long term performance of concrete structures repaired/strengthened with FRP. [Internet] [Thesis]. University of Technology, Sydney; 2014. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10453/30380.

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

Council of Science Editors:

Kabir M. Short and long term performance of concrete structures repaired/strengthened with FRP. [Thesis]. University of Technology, Sydney; 2014. Available from: http://hdl.handle.net/10453/30380

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


Brno University of Technology

18. Vrána, Libor. Posouzení nosné konstrukce polyfunkčního domu: ASSESSMENT SUPPOSTING CONSTRUCTION OF THE BUILDINGS OFFICE.

Degree: 2015, Brno University of Technology

The Bachelor´s thesis describes static analysis and design of reinforced concrete slabs of the buildings office. Entering the work is to verify and dimension elements of structure. Advisors/Committee Members: Šulák, Pavel (advisor), Horáková, Hana (referee).

Subjects/Keywords: Železobeton; železobetonová stropní konstrukce; železobetonové žebro; Reinforced concrete; reinforced concrete slab; reinforced concrete rib

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APA (6th Edition):

Vrána, L. (2015). Posouzení nosné konstrukce polyfunkčního domu: ASSESSMENT SUPPOSTING CONSTRUCTION OF THE BUILDINGS OFFICE. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/16833

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):

Vrána, Libor. “Posouzení nosné konstrukce polyfunkčního domu: ASSESSMENT SUPPOSTING CONSTRUCTION OF THE BUILDINGS OFFICE.” 2015. Thesis, Brno University of Technology. Accessed April 11, 2021. http://hdl.handle.net/11012/16833.

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

MLA Handbook (7th Edition):

Vrána, Libor. “Posouzení nosné konstrukce polyfunkčního domu: ASSESSMENT SUPPOSTING CONSTRUCTION OF THE BUILDINGS OFFICE.” 2015. Web. 11 Apr 2021.

Vancouver:

Vrána L. Posouzení nosné konstrukce polyfunkčního domu: ASSESSMENT SUPPOSTING CONSTRUCTION OF THE BUILDINGS OFFICE. [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/11012/16833.

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

Council of Science Editors:

Vrána L. Posouzení nosné konstrukce polyfunkčního domu: ASSESSMENT SUPPOSTING CONSTRUCTION OF THE BUILDINGS OFFICE. [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/16833

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


Oregon State University

19. 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

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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 April 11, 2021. 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. 11 Apr 2021.

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 2021 Apr 11]. 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

20. Chandrasekhar, Morampudi. Behaviour of Fibre reinforced Self-Compacting concrete and its application as wall Panels.

Degree: Civil Engineering, 2013, Jawaharlal Nehru Technological University, Hyderabad

The development of Self Compacting Concrete (SCC) is described by the Concrete Society and Building Research Establishment (BRE) newlineas a quiet revolution in the construction… (more)

Subjects/Keywords: Behaviour; Compacting; Concrete; Panels; Reinforced

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APA (6th Edition):

Chandrasekhar, M. (2013). Behaviour of Fibre reinforced Self-Compacting concrete and its application as wall Panels. (Thesis). Jawaharlal Nehru Technological University, Hyderabad. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/19937

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):

Chandrasekhar, Morampudi. “Behaviour of Fibre reinforced Self-Compacting concrete and its application as wall Panels.” 2013. Thesis, Jawaharlal Nehru Technological University, Hyderabad. Accessed April 11, 2021. http://shodhganga.inflibnet.ac.in/handle/10603/19937.

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

MLA Handbook (7th Edition):

Chandrasekhar, Morampudi. “Behaviour of Fibre reinforced Self-Compacting concrete and its application as wall Panels.” 2013. Web. 11 Apr 2021.

Vancouver:

Chandrasekhar M. Behaviour of Fibre reinforced Self-Compacting concrete and its application as wall Panels. [Internet] [Thesis]. Jawaharlal Nehru Technological University, Hyderabad; 2013. [cited 2021 Apr 11]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/19937.

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

Council of Science Editors:

Chandrasekhar M. Behaviour of Fibre reinforced Self-Compacting concrete and its application as wall Panels. [Thesis]. Jawaharlal Nehru Technological University, Hyderabad; 2013. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/19937

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


Stellenbosch University

21. Mbewe, Peter Binali Kamowa. Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars.

Degree: MScEng, Civil Engineering, 2011, Stellenbosch University

ENGLISH ABSTRACT: There is an increasing demand for the development and use of innovative materials with reduced cost of construction while offering improved structural properties.… (more)

Subjects/Keywords: Civil engineering; Fiber-reinforced concrete

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APA (6th Edition):

Mbewe, P. B. K. (2011). Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars. (Masters Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/18088

Chicago Manual of Style (16th Edition):

Mbewe, Peter Binali Kamowa. “Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars.” 2011. Masters Thesis, Stellenbosch University. Accessed April 11, 2021. http://hdl.handle.net/10019.1/18088.

MLA Handbook (7th Edition):

Mbewe, Peter Binali Kamowa. “Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars.” 2011. Web. 11 Apr 2021.

Vancouver:

Mbewe PBK. Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars. [Internet] [Masters thesis]. Stellenbosch University; 2011. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10019.1/18088.

Council of Science Editors:

Mbewe PBK. Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars. [Masters Thesis]. Stellenbosch University; 2011. Available from: http://hdl.handle.net/10019.1/18088


Stellenbosch University

22. Combrinck, Riaan. Plastic shrinkage cracking in conventional and low volume fibre reinforced concrete.

Degree: Civil Engineering, 2011, Stellenbosch University

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

ENGLISH ABSTRACT: Plastic shrinkage cracking (PSC) is the cracking caused by the early age shrinkage of concrete(more)

Subjects/Keywords: Civil engineering; Fiber-reinforced concrete

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APA (6th Edition):

Combrinck, R. (2011). Plastic shrinkage cracking in conventional and low volume fibre reinforced concrete. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/6572

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):

Combrinck, Riaan. “Plastic shrinkage cracking in conventional and low volume fibre reinforced concrete.” 2011. Thesis, Stellenbosch University. Accessed April 11, 2021. http://hdl.handle.net/10019.1/6572.

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

MLA Handbook (7th Edition):

Combrinck, Riaan. “Plastic shrinkage cracking in conventional and low volume fibre reinforced concrete.” 2011. Web. 11 Apr 2021.

Vancouver:

Combrinck R. Plastic shrinkage cracking in conventional and low volume fibre reinforced concrete. [Internet] [Thesis]. Stellenbosch University; 2011. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10019.1/6572.

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

Council of Science Editors:

Combrinck R. Plastic shrinkage cracking in conventional and low volume fibre reinforced concrete. [Thesis]. Stellenbosch University; 2011. Available from: http://hdl.handle.net/10019.1/6572

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


University of Johannesburg

23. Tu, Lin. Development of surface fluorinated polypropylene fibres for use in concrete.

Degree: 2014, University of Johannesburg

D.Ing. (Civil Engineering)

Polypropylene (PP) fibre is one of the most widely used fibres for reinforcing concrete. Due to its unique material properties such as… (more)

Subjects/Keywords: Reinforced concrete; Polypropylene fibers

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APA (6th Edition):

Tu, L. (2014). Development of surface fluorinated polypropylene fibres for use in concrete. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/9436

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):

Tu, Lin. “Development of surface fluorinated polypropylene fibres for use in concrete.” 2014. Thesis, University of Johannesburg. Accessed April 11, 2021. http://hdl.handle.net/10210/9436.

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

MLA Handbook (7th Edition):

Tu, Lin. “Development of surface fluorinated polypropylene fibres for use in concrete.” 2014. Web. 11 Apr 2021.

Vancouver:

Tu L. Development of surface fluorinated polypropylene fibres for use in concrete. [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10210/9436.

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

Council of Science Editors:

Tu L. Development of surface fluorinated polypropylene fibres for use in concrete. [Thesis]. University of Johannesburg; 2014. Available from: http://hdl.handle.net/10210/9436

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


University of Toronto

24. Getzlaf, Douglas Donald. An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams.

Degree: 2012, University of Toronto

Non-corroding materials, such as Fibre-Reinforced Polymer (FRP) bars, are now being used as reinforcement for reinforced concrete structures in order to extend their lifetime and… (more)

Subjects/Keywords: Structural Engineering; Reinforced Concrete; 0543

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APA (6th Edition):

Getzlaf, D. D. (2012). An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/33212

Chicago Manual of Style (16th Edition):

Getzlaf, Douglas Donald. “An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams.” 2012. Masters Thesis, University of Toronto. Accessed April 11, 2021. http://hdl.handle.net/1807/33212.

MLA Handbook (7th Edition):

Getzlaf, Douglas Donald. “An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams.” 2012. Web. 11 Apr 2021.

Vancouver:

Getzlaf DD. An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams. [Internet] [Masters thesis]. University of Toronto; 2012. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/1807/33212.

Council of Science Editors:

Getzlaf DD. An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams. [Masters Thesis]. University of Toronto; 2012. Available from: http://hdl.handle.net/1807/33212


University of Toronto

25. Wu, Sixian. Rational Modeling of Arching Action in Laterally Restrained Beams.

Degree: 2013, University of Toronto

It is well known that arching action in reinforced concrete slabs resulting from surrounding restraining elements is responsible for much greater collapse loads than those… (more)

Subjects/Keywords: Arching Action; Reinforced Concrete; 0543

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APA (6th Edition):

Wu, S. (2013). Rational Modeling of Arching Action in Laterally Restrained Beams. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/35148

Chicago Manual of Style (16th Edition):

Wu, Sixian. “Rational Modeling of Arching Action in Laterally Restrained Beams.” 2013. Masters Thesis, University of Toronto. Accessed April 11, 2021. http://hdl.handle.net/1807/35148.

MLA Handbook (7th Edition):

Wu, Sixian. “Rational Modeling of Arching Action in Laterally Restrained Beams.” 2013. Web. 11 Apr 2021.

Vancouver:

Wu S. Rational Modeling of Arching Action in Laterally Restrained Beams. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/1807/35148.

Council of Science Editors:

Wu S. Rational Modeling of Arching Action in Laterally Restrained Beams. [Masters Thesis]. University of Toronto; 2013. Available from: http://hdl.handle.net/1807/35148


Oregon State University

26. 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 11, 2021. 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. 11 Apr 2021.

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 2021 Apr 11]. 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


Florida Atlantic University

27. Balasubramanian, Hariharan. INITIATION AND PROPAGATION OF CORROSION IN DRY-CAST REINFORCED CONCRETE PIPES WITH ENVIRONMENTAL EFFECTS.

Degree: 2019, Florida Atlantic University

This research was conducted to better understand the corrosion propagation stage on dry-cast reinforced concrete pipes (DCRCPs) while exposed to high moisture conditions and chlorides.… (more)

Subjects/Keywords: Reinforced concrete; Corrosion; Environmental effects

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APA (6th Edition):

Balasubramanian, H. (2019). INITIATION AND PROPAGATION OF CORROSION IN DRY-CAST REINFORCED CONCRETE PIPES WITH ENVIRONMENTAL EFFECTS. (Thesis). Florida Atlantic University. Retrieved from http://fau.digital.flvc.org/islandora/object/fau:41321

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):

Balasubramanian, Hariharan. “INITIATION AND PROPAGATION OF CORROSION IN DRY-CAST REINFORCED CONCRETE PIPES WITH ENVIRONMENTAL EFFECTS.” 2019. Thesis, Florida Atlantic University. Accessed April 11, 2021. http://fau.digital.flvc.org/islandora/object/fau:41321.

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

MLA Handbook (7th Edition):

Balasubramanian, Hariharan. “INITIATION AND PROPAGATION OF CORROSION IN DRY-CAST REINFORCED CONCRETE PIPES WITH ENVIRONMENTAL EFFECTS.” 2019. Web. 11 Apr 2021.

Vancouver:

Balasubramanian H. INITIATION AND PROPAGATION OF CORROSION IN DRY-CAST REINFORCED CONCRETE PIPES WITH ENVIRONMENTAL EFFECTS. [Internet] [Thesis]. Florida Atlantic University; 2019. [cited 2021 Apr 11]. Available from: http://fau.digital.flvc.org/islandora/object/fau:41321.

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

Council of Science Editors:

Balasubramanian H. INITIATION AND PROPAGATION OF CORROSION IN DRY-CAST REINFORCED CONCRETE PIPES WITH ENVIRONMENTAL EFFECTS. [Thesis]. Florida Atlantic University; 2019. Available from: http://fau.digital.flvc.org/islandora/object/fau:41321

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


Delft University of Technology

28. Van der Have, R.C. (author). Random Fields for Non-Linear Finite Element Analysis of Reinforced Concrete.

Degree: 2015, Delft University of Technology

 With more advanced methods and increasing computational power, the simulation of reinforced concrete in a Finite Element Analysis (FEA) has become more and more realistic.… (more)

Subjects/Keywords: Random Fields; Reinforced Concrete; JCSS

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APA (6th Edition):

Van der Have, R. C. (. (2015). Random Fields for Non-Linear Finite Element Analysis of Reinforced Concrete. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:25780e9a-49c4-4085-9a65-af73119d97a7

Chicago Manual of Style (16th Edition):

Van der Have, R C (author). “Random Fields for Non-Linear Finite Element Analysis of Reinforced Concrete.” 2015. Masters Thesis, Delft University of Technology. Accessed April 11, 2021. http://resolver.tudelft.nl/uuid:25780e9a-49c4-4085-9a65-af73119d97a7.

MLA Handbook (7th Edition):

Van der Have, R C (author). “Random Fields for Non-Linear Finite Element Analysis of Reinforced Concrete.” 2015. Web. 11 Apr 2021.

Vancouver:

Van der Have RC(. Random Fields for Non-Linear Finite Element Analysis of Reinforced Concrete. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2021 Apr 11]. Available from: http://resolver.tudelft.nl/uuid:25780e9a-49c4-4085-9a65-af73119d97a7.

Council of Science Editors:

Van der Have RC(. Random Fields for Non-Linear Finite Element Analysis of Reinforced Concrete. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:25780e9a-49c4-4085-9a65-af73119d97a7


Michigan State University

29. Blanchard, Charles M. Tests of steel-concrete beams.

Degree: B.S., 1903, Michigan State University

Subjects/Keywords: Reinforced concrete

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APA (6th Edition):

Blanchard, C. M. (1903). Tests of steel-concrete beams. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:48899

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):

Blanchard, Charles M. “Tests of steel-concrete beams.” 1903. Thesis, Michigan State University. Accessed April 11, 2021. http://etd.lib.msu.edu/islandora/object/etd:48899.

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

MLA Handbook (7th Edition):

Blanchard, Charles M. “Tests of steel-concrete beams.” 1903. Web. 11 Apr 2021.

Vancouver:

Blanchard CM. Tests of steel-concrete beams. [Internet] [Thesis]. Michigan State University; 1903. [cited 2021 Apr 11]. Available from: http://etd.lib.msu.edu/islandora/object/etd:48899.

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

Council of Science Editors:

Blanchard CM. Tests of steel-concrete beams. [Thesis]. Michigan State University; 1903. Available from: http://etd.lib.msu.edu/islandora/object/etd:48899

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


Michigan State University

30. Coffron, William James. An analysis of bond stress between Hi-Bond bars and concrete.

Degree: B.S., 1949, Michigan State University

Subjects/Keywords: Reinforced concrete

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

APA (6th Edition):

Coffron, W. J. (1949). An analysis of bond stress between Hi-Bond bars and concrete. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:39590

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):

Coffron, William James. “An analysis of bond stress between Hi-Bond bars and concrete.” 1949. Thesis, Michigan State University. Accessed April 11, 2021. http://etd.lib.msu.edu/islandora/object/etd:39590.

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

MLA Handbook (7th Edition):

Coffron, William James. “An analysis of bond stress between Hi-Bond bars and concrete.” 1949. Web. 11 Apr 2021.

Vancouver:

Coffron WJ. An analysis of bond stress between Hi-Bond bars and concrete. [Internet] [Thesis]. Michigan State University; 1949. [cited 2021 Apr 11]. Available from: http://etd.lib.msu.edu/islandora/object/etd:39590.

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

Council of Science Editors:

Coffron WJ. An analysis of bond stress between Hi-Bond bars and concrete. [Thesis]. Michigan State University; 1949. Available from: http://etd.lib.msu.edu/islandora/object/etd:39590

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

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