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You searched for subject:( en HIGH PERFORMANCE CONCRETE). Showing records 1 – 30 of 104404 total matches.

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Mississippi State University

1. Burcham, Megan Noel. Multiscale structure-property relationships of ultra-high performance concrete.

Degree: MS, Mechanical Engineering, 2016, Mississippi State University

  The structure-property relationships of Ultra-High Performance Concrete (UHPC) were quantified using imaging techniques to characterize the multiscale hierarchical heterogeneities and the mechanical properties. Through… (more)

Subjects/Keywords: ultra-high performance concrete; mesoscale

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APA (6th Edition):

Burcham, M. N. (2016). Multiscale structure-property relationships of ultra-high performance concrete. (Masters Thesis). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-06232016-161231/ ;

Chicago Manual of Style (16th Edition):

Burcham, Megan Noel. “Multiscale structure-property relationships of ultra-high performance concrete.” 2016. Masters Thesis, Mississippi State University. Accessed September 21, 2020. http://sun.library.msstate.edu/ETD-db/theses/available/etd-06232016-161231/ ;.

MLA Handbook (7th Edition):

Burcham, Megan Noel. “Multiscale structure-property relationships of ultra-high performance concrete.” 2016. Web. 21 Sep 2020.

Vancouver:

Burcham MN. Multiscale structure-property relationships of ultra-high performance concrete. [Internet] [Masters thesis]. Mississippi State University; 2016. [cited 2020 Sep 21]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-06232016-161231/ ;.

Council of Science Editors:

Burcham MN. Multiscale structure-property relationships of ultra-high performance concrete. [Masters Thesis]. Mississippi State University; 2016. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-06232016-161231/ ;


University of Toronto

2. Lee, Heesun. Establishing Performance Limits at Ages that Are Appropriate for SCM Concretes.

Degree: 2018, University of Toronto

Early-age transverse cracking of High-Performance Concrete (HPC) bridge decks has become of a major concern to the Ministry of Transportation Ontario (MTO). However, the MTO’s… (more)

Subjects/Keywords: Age limits for concrete performance; concrete performance; High-Performance concrete; Permeability prediction; Resistivity correlation; 0543

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APA (6th Edition):

Lee, H. (2018). Establishing Performance Limits at Ages that Are Appropriate for SCM Concretes. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/89486

Chicago Manual of Style (16th Edition):

Lee, Heesun. “Establishing Performance Limits at Ages that Are Appropriate for SCM Concretes.” 2018. Masters Thesis, University of Toronto. Accessed September 21, 2020. http://hdl.handle.net/1807/89486.

MLA Handbook (7th Edition):

Lee, Heesun. “Establishing Performance Limits at Ages that Are Appropriate for SCM Concretes.” 2018. Web. 21 Sep 2020.

Vancouver:

Lee H. Establishing Performance Limits at Ages that Are Appropriate for SCM Concretes. [Internet] [Masters thesis]. University of Toronto; 2018. [cited 2020 Sep 21]. Available from: http://hdl.handle.net/1807/89486.

Council of Science Editors:

Lee H. Establishing Performance Limits at Ages that Are Appropriate for SCM Concretes. [Masters Thesis]. University of Toronto; 2018. Available from: http://hdl.handle.net/1807/89486


Oregon State University

3. Keshari, Shweta. Effect of constituent materials and curing methods on the abrasion resistance and durability of high performance concrete for pre-cast pre-stressed bridge deck slabs.

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

 This thesis is the consequence of a research effort undertaken by the School of Civil and Construction Engineering at Oregon State University and funded by… (more)

Subjects/Keywords: High Performance Concrete; High strength concrete  – Abrasion resistance

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APA (6th Edition):

Keshari, S. (2010). Effect of constituent materials and curing methods on the abrasion resistance and durability of high performance concrete for pre-cast pre-stressed bridge deck slabs. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/13778

Chicago Manual of Style (16th Edition):

Keshari, Shweta. “Effect of constituent materials and curing methods on the abrasion resistance and durability of high performance concrete for pre-cast pre-stressed bridge deck slabs.” 2010. Masters Thesis, Oregon State University. Accessed September 21, 2020. http://hdl.handle.net/1957/13778.

MLA Handbook (7th Edition):

Keshari, Shweta. “Effect of constituent materials and curing methods on the abrasion resistance and durability of high performance concrete for pre-cast pre-stressed bridge deck slabs.” 2010. Web. 21 Sep 2020.

Vancouver:

Keshari S. Effect of constituent materials and curing methods on the abrasion resistance and durability of high performance concrete for pre-cast pre-stressed bridge deck slabs. [Internet] [Masters thesis]. Oregon State University; 2010. [cited 2020 Sep 21]. Available from: http://hdl.handle.net/1957/13778.

Council of Science Editors:

Keshari S. Effect of constituent materials and curing methods on the abrasion resistance and durability of high performance concrete for pre-cast pre-stressed bridge deck slabs. [Masters Thesis]. Oregon State University; 2010. Available from: http://hdl.handle.net/1957/13778


University of Toronto

4. 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 September 21, 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. 21 Sep 2020.

Vancouver:

Liu EYX. Controlling Early-age Transverse Cracking in High Performance Concrete Bridge Decks. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2020 Sep 21]. 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


Mississippi State University

5. Carey, Ashley Suzanne. Improved understanding of ultra-high performance concrete via mechanical property testing of mixes with varying ingredients and proportions.

Degree: MS, Mechanical Engineering, 2019, Mississippi State University

  This thesis evaluated constituent proportions on mechanical and thermal properties of ultra-high performance concrete. This thesis assessed how fine aggregates and fibers at varying… (more)

Subjects/Keywords: optimization; proportioning; ultra-high performance concrete

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APA (6th Edition):

Carey, A. S. (2019). Improved understanding of ultra-high performance concrete via mechanical property testing of mixes with varying ingredients and proportions. (Masters Thesis). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-02232019-143114/ ;

Chicago Manual of Style (16th Edition):

Carey, Ashley Suzanne. “Improved understanding of ultra-high performance concrete via mechanical property testing of mixes with varying ingredients and proportions.” 2019. Masters Thesis, Mississippi State University. Accessed September 21, 2020. http://sun.library.msstate.edu/ETD-db/theses/available/etd-02232019-143114/ ;.

MLA Handbook (7th Edition):

Carey, Ashley Suzanne. “Improved understanding of ultra-high performance concrete via mechanical property testing of mixes with varying ingredients and proportions.” 2019. Web. 21 Sep 2020.

Vancouver:

Carey AS. Improved understanding of ultra-high performance concrete via mechanical property testing of mixes with varying ingredients and proportions. [Internet] [Masters thesis]. Mississippi State University; 2019. [cited 2020 Sep 21]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-02232019-143114/ ;.

Council of Science Editors:

Carey AS. Improved understanding of ultra-high performance concrete via mechanical property testing of mixes with varying ingredients and proportions. [Masters Thesis]. Mississippi State University; 2019. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-02232019-143114/ ;


Addis Ababa University

6. Biruk, Kefelegn. Performance of Reinforced Concrete Wall Frame Structures Subjected to High Story Eccentricity .

Degree: 2019, Addis Ababa University

 The main objective of this project is to study the performance of wall frame structures subjected to high eccentric loads. This project aims to investigate… (more)

Subjects/Keywords: high story eccentricity; reinforced concrete; structures; Performance

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APA (6th Edition):

Biruk, K. (2019). Performance of Reinforced Concrete Wall Frame Structures Subjected to High Story Eccentricity . (Thesis). Addis Ababa University. Retrieved from http://10.6.20.92/xmlui/handle/123456789/20832

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):

Biruk, Kefelegn. “Performance of Reinforced Concrete Wall Frame Structures Subjected to High Story Eccentricity .” 2019. Thesis, Addis Ababa University. Accessed September 21, 2020. http://10.6.20.92/xmlui/handle/123456789/20832.

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

MLA Handbook (7th Edition):

Biruk, Kefelegn. “Performance of Reinforced Concrete Wall Frame Structures Subjected to High Story Eccentricity .” 2019. Web. 21 Sep 2020.

Vancouver:

Biruk K. Performance of Reinforced Concrete Wall Frame Structures Subjected to High Story Eccentricity . [Internet] [Thesis]. Addis Ababa University; 2019. [cited 2020 Sep 21]. Available from: http://10.6.20.92/xmlui/handle/123456789/20832.

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

Council of Science Editors:

Biruk K. Performance of Reinforced Concrete Wall Frame Structures Subjected to High Story Eccentricity . [Thesis]. Addis Ababa University; 2019. Available from: http://10.6.20.92/xmlui/handle/123456789/20832

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


University of Illinois – Urbana-Champaign

7. Van Dam, Emily. Abrasion resistance of concrete and the use of high performance concrete for concrete railway crossties.

Degree: MS, 0106, 2014, University of Illinois – Urbana-Champaign

 This project focused on the abrasion resistance of concrete railway crossties. In the first phase of this project, a series of high performance concrete mixes… (more)

Subjects/Keywords: concrete abrasion resistance; abrasion model; high performance concrete (HPC); concrete crossties; silica fume concrete

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APA (6th Edition):

Van Dam, E. (2014). Abrasion resistance of concrete and the use of high performance concrete for concrete railway crossties. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/49506

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):

Van Dam, Emily. “Abrasion resistance of concrete and the use of high performance concrete for concrete railway crossties.” 2014. Thesis, University of Illinois – Urbana-Champaign. Accessed September 21, 2020. http://hdl.handle.net/2142/49506.

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

MLA Handbook (7th Edition):

Van Dam, Emily. “Abrasion resistance of concrete and the use of high performance concrete for concrete railway crossties.” 2014. Web. 21 Sep 2020.

Vancouver:

Van Dam E. Abrasion resistance of concrete and the use of high performance concrete for concrete railway crossties. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2014. [cited 2020 Sep 21]. Available from: http://hdl.handle.net/2142/49506.

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

Council of Science Editors:

Van Dam E. Abrasion resistance of concrete and the use of high performance concrete for concrete railway crossties. [Thesis]. University of Illinois – Urbana-Champaign; 2014. Available from: http://hdl.handle.net/2142/49506

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


Delft University of Technology

8. Ngo, T. (author). Application of UHPC in Long Span Bridge Design.

Degree: 2016, Delft University of Technology

 In the last few decades great progression has been made in the research and development of a fairly new type of concrete called ultra-high performance(more)

Subjects/Keywords: long span; concrete; bridge; ultra-high performance concrete

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APA (6th Edition):

Ngo, T. (. (2016). Application of UHPC in Long Span Bridge Design. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:128b5606-28b3-46ec-bb78-4830f7319eee

Chicago Manual of Style (16th Edition):

Ngo, T (author). “Application of UHPC in Long Span Bridge Design.” 2016. Masters Thesis, Delft University of Technology. Accessed September 21, 2020. http://resolver.tudelft.nl/uuid:128b5606-28b3-46ec-bb78-4830f7319eee.

MLA Handbook (7th Edition):

Ngo, T (author). “Application of UHPC in Long Span Bridge Design.” 2016. Web. 21 Sep 2020.

Vancouver:

Ngo T(. Application of UHPC in Long Span Bridge Design. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2020 Sep 21]. Available from: http://resolver.tudelft.nl/uuid:128b5606-28b3-46ec-bb78-4830f7319eee.

Council of Science Editors:

Ngo T(. Application of UHPC in Long Span Bridge Design. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:128b5606-28b3-46ec-bb78-4830f7319eee


Universitat Politècnica de València

9. Pereiro Barceló, Javier. INESTABILIDAD DE BARRAS COMPRIMIDAS DE ACERO Y DE SMA EN ELEMENTOS DE HORMIGÓN FABRICADOS CON NUEVOS MATERIALES. RECOMENDACIONES DE DISEÑO .

Degree: 2017, Universitat Politècnica de València

 The strain capacity of structures depends on the plastic hinge behaviour. There are different proposals in the scientific literature in order to improve this behaviour… (more)

Subjects/Keywords: SMA, NiTi; Inestabilidad; pandeo; hormigón reforzado con fibras; FRC, UHPC, HPC; Ultra High Performance Concrete; High Performance Concrete; Fiber Reinforced Concrete

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APA (6th Edition):

Pereiro Barceló, J. (2017). INESTABILIDAD DE BARRAS COMPRIMIDAS DE ACERO Y DE SMA EN ELEMENTOS DE HORMIGÓN FABRICADOS CON NUEVOS MATERIALES. RECOMENDACIONES DE DISEÑO . (Doctoral Dissertation). Universitat Politècnica de València. Retrieved from http://hdl.handle.net/10251/90650

Chicago Manual of Style (16th Edition):

Pereiro Barceló, Javier. “INESTABILIDAD DE BARRAS COMPRIMIDAS DE ACERO Y DE SMA EN ELEMENTOS DE HORMIGÓN FABRICADOS CON NUEVOS MATERIALES. RECOMENDACIONES DE DISEÑO .” 2017. Doctoral Dissertation, Universitat Politècnica de València. Accessed September 21, 2020. http://hdl.handle.net/10251/90650.

MLA Handbook (7th Edition):

Pereiro Barceló, Javier. “INESTABILIDAD DE BARRAS COMPRIMIDAS DE ACERO Y DE SMA EN ELEMENTOS DE HORMIGÓN FABRICADOS CON NUEVOS MATERIALES. RECOMENDACIONES DE DISEÑO .” 2017. Web. 21 Sep 2020.

Vancouver:

Pereiro Barceló J. INESTABILIDAD DE BARRAS COMPRIMIDAS DE ACERO Y DE SMA EN ELEMENTOS DE HORMIGÓN FABRICADOS CON NUEVOS MATERIALES. RECOMENDACIONES DE DISEÑO . [Internet] [Doctoral dissertation]. Universitat Politècnica de València; 2017. [cited 2020 Sep 21]. Available from: http://hdl.handle.net/10251/90650.

Council of Science Editors:

Pereiro Barceló J. INESTABILIDAD DE BARRAS COMPRIMIDAS DE ACERO Y DE SMA EN ELEMENTOS DE HORMIGÓN FABRICADOS CON NUEVOS MATERIALES. RECOMENDACIONES DE DISEÑO . [Doctoral Dissertation]. Universitat Politècnica de València; 2017. Available from: http://hdl.handle.net/10251/90650


University of Melbourne

10. Taherinezhad, Javad. High performance concrete railway sleepers.

Degree: 2016, University of Melbourne

 Rail transport is the safest and one of the most efficient transportation modes to move both passengers and goods. It has a range of advantages… (more)

Subjects/Keywords: prestressed concrete sleepers; high performance concrete; concrete cracking; finite element modeling; LS-DYNA

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APA (6th Edition):

Taherinezhad, J. (2016). High performance concrete railway sleepers. (Doctoral Dissertation). University of Melbourne. Retrieved from http://hdl.handle.net/11343/123469

Chicago Manual of Style (16th Edition):

Taherinezhad, Javad. “High performance concrete railway sleepers.” 2016. Doctoral Dissertation, University of Melbourne. Accessed September 21, 2020. http://hdl.handle.net/11343/123469.

MLA Handbook (7th Edition):

Taherinezhad, Javad. “High performance concrete railway sleepers.” 2016. Web. 21 Sep 2020.

Vancouver:

Taherinezhad J. High performance concrete railway sleepers. [Internet] [Doctoral dissertation]. University of Melbourne; 2016. [cited 2020 Sep 21]. Available from: http://hdl.handle.net/11343/123469.

Council of Science Editors:

Taherinezhad J. High performance concrete railway sleepers. [Doctoral Dissertation]. University of Melbourne; 2016. Available from: http://hdl.handle.net/11343/123469


University of Manitoba

11. Amorim, David Rodrigues Coelho. Behaviour of ultra-high performance concrete as a joint-fill material for precast bridge deck panels subjected to negative bending.

Degree: Civil Engineering, 2015, University of Manitoba

 This thesis investigates the behaviour of UHPC as a fill material for precast deck panels subjected to negative bending. Two full-scale test specimens were constructed.… (more)

Subjects/Keywords: Ultra-high performance concrete; Precast panels; Accelerated bridge construction; fatigue performance

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APA (6th Edition):

Amorim, D. R. C. (2015). Behaviour of ultra-high performance concrete as a joint-fill material for precast bridge deck panels subjected to negative bending. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/31018

Chicago Manual of Style (16th Edition):

Amorim, David Rodrigues Coelho. “Behaviour of ultra-high performance concrete as a joint-fill material for precast bridge deck panels subjected to negative bending.” 2015. Masters Thesis, University of Manitoba. Accessed September 21, 2020. http://hdl.handle.net/1993/31018.

MLA Handbook (7th Edition):

Amorim, David Rodrigues Coelho. “Behaviour of ultra-high performance concrete as a joint-fill material for precast bridge deck panels subjected to negative bending.” 2015. Web. 21 Sep 2020.

Vancouver:

Amorim DRC. Behaviour of ultra-high performance concrete as a joint-fill material for precast bridge deck panels subjected to negative bending. [Internet] [Masters thesis]. University of Manitoba; 2015. [cited 2020 Sep 21]. Available from: http://hdl.handle.net/1993/31018.

Council of Science Editors:

Amorim DRC. Behaviour of ultra-high performance concrete as a joint-fill material for precast bridge deck panels subjected to negative bending. [Masters Thesis]. University of Manitoba; 2015. Available from: http://hdl.handle.net/1993/31018


Anna University

12. Ramadoss P. Studies on high performance Steel fiber reinforced concrete Under static and impact loads;.

Degree: Studies on high performance Steel fiber reinforced concrete Under static and impact loads, 2014, Anna University

Experience gained from the use of conventional concrete led to the newlinedevelopment of new materials The combined use of silica fume as newlinesupplementary cementing material… (more)

Subjects/Keywords: High performance steel fiber reinforced concrete; Silica fume crimped steel fibers; Steel fiber reinforced concrete

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APA (6th Edition):

P, R. (2014). Studies on high performance Steel fiber reinforced concrete Under static and impact loads;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/31379

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):

P, Ramadoss. “Studies on high performance Steel fiber reinforced concrete Under static and impact loads;.” 2014. Thesis, Anna University. Accessed September 21, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/31379.

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

MLA Handbook (7th Edition):

P, Ramadoss. “Studies on high performance Steel fiber reinforced concrete Under static and impact loads;.” 2014. Web. 21 Sep 2020.

Vancouver:

P R. Studies on high performance Steel fiber reinforced concrete Under static and impact loads;. [Internet] [Thesis]. Anna University; 2014. [cited 2020 Sep 21]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/31379.

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

Council of Science Editors:

P R. Studies on high performance Steel fiber reinforced concrete Under static and impact loads;. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/31379

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


University of Connecticut

13. Burke, Brian T. Residual Strength of Ultra-High Performance Concrete After Exposure to Elevated Temperatures.

Degree: MS, Civil Engineering, 2011, University of Connecticut

  This paper presents the results of a study on the effect of elevated temperatures on the compressive strength of <a></a><a>ultra-high-performance fiber-reinforced concrete </a>(<a>UHPFRC</a>). Two different… (more)

Subjects/Keywords: ultra-high performance concrete; residual strength; elevated temperature; compressive strength; fiber reinforced concrete

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APA (6th Edition):

Burke, B. T. (2011). Residual Strength of Ultra-High Performance Concrete After Exposure to Elevated Temperatures. (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/44

Chicago Manual of Style (16th Edition):

Burke, Brian T. “Residual Strength of Ultra-High Performance Concrete After Exposure to Elevated Temperatures.” 2011. Masters Thesis, University of Connecticut. Accessed September 21, 2020. https://opencommons.uconn.edu/gs_theses/44.

MLA Handbook (7th Edition):

Burke, Brian T. “Residual Strength of Ultra-High Performance Concrete After Exposure to Elevated Temperatures.” 2011. Web. 21 Sep 2020.

Vancouver:

Burke BT. Residual Strength of Ultra-High Performance Concrete After Exposure to Elevated Temperatures. [Internet] [Masters thesis]. University of Connecticut; 2011. [cited 2020 Sep 21]. Available from: https://opencommons.uconn.edu/gs_theses/44.

Council of Science Editors:

Burke BT. Residual Strength of Ultra-High Performance Concrete After Exposure to Elevated Temperatures. [Masters Thesis]. University of Connecticut; 2011. Available from: https://opencommons.uconn.edu/gs_theses/44


University of Toronto

14. ALASKAR, ABDULAZIZ MOHAMMED. ‏‏ Early Volume Change of High Performance Concrete.

Degree: PhD, 2017, University of Toronto

In severe chloride/sulfate exposure conditions, there is need to provide more durable concrete, but this usually requires use of concretes with high cementitious binder contents… (more)

Subjects/Keywords: Autogenous strain; Concrete; Heat of hydration; High Performance Concrete; Shrinkage; Thermal strain; 0537

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APA (6th Edition):

ALASKAR, A. M. (2017). ‏‏ Early Volume Change of High Performance Concrete. (Doctoral Dissertation). University of Toronto. Retrieved from http://hdl.handle.net/1807/93277

Chicago Manual of Style (16th Edition):

ALASKAR, ABDULAZIZ MOHAMMED. “‏‏ Early Volume Change of High Performance Concrete.” 2017. Doctoral Dissertation, University of Toronto. Accessed September 21, 2020. http://hdl.handle.net/1807/93277.

MLA Handbook (7th Edition):

ALASKAR, ABDULAZIZ MOHAMMED. “‏‏ Early Volume Change of High Performance Concrete.” 2017. Web. 21 Sep 2020.

Vancouver:

ALASKAR AM. ‏‏ Early Volume Change of High Performance Concrete. [Internet] [Doctoral dissertation]. University of Toronto; 2017. [cited 2020 Sep 21]. Available from: http://hdl.handle.net/1807/93277.

Council of Science Editors:

ALASKAR AM. ‏‏ Early Volume Change of High Performance Concrete. [Doctoral Dissertation]. University of Toronto; 2017. Available from: http://hdl.handle.net/1807/93277

15. Castro, Alessandra Lorenzetti de. Aplicação de conceitos reológicos na tecnologia dos concretos de alto desempenho.

Degree: PhD, Ciência e Engenharia de Materiais, 2007, University of São Paulo

Do ponto de vista reológico, o concreto fresco flui como um líquido. Sendo assim, o seu comportamento no estado fresco deve ser estudado a partir… (more)

Subjects/Keywords: Concreto de alto desempenho; High performance concrete; Reologia; Rheology; Trabalhabilidade; Workability

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APA (6th Edition):

Castro, A. L. d. (2007). Aplicação de conceitos reológicos na tecnologia dos concretos de alto desempenho. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/88/88131/tde-04032008-082549/ ;

Chicago Manual of Style (16th Edition):

Castro, Alessandra Lorenzetti de. “Aplicação de conceitos reológicos na tecnologia dos concretos de alto desempenho.” 2007. Doctoral Dissertation, University of São Paulo. Accessed September 21, 2020. http://www.teses.usp.br/teses/disponiveis/88/88131/tde-04032008-082549/ ;.

MLA Handbook (7th Edition):

Castro, Alessandra Lorenzetti de. “Aplicação de conceitos reológicos na tecnologia dos concretos de alto desempenho.” 2007. Web. 21 Sep 2020.

Vancouver:

Castro ALd. Aplicação de conceitos reológicos na tecnologia dos concretos de alto desempenho. [Internet] [Doctoral dissertation]. University of São Paulo; 2007. [cited 2020 Sep 21]. Available from: http://www.teses.usp.br/teses/disponiveis/88/88131/tde-04032008-082549/ ;.

Council of Science Editors:

Castro ALd. Aplicação de conceitos reológicos na tecnologia dos concretos de alto desempenho. [Doctoral Dissertation]. University of São Paulo; 2007. Available from: http://www.teses.usp.br/teses/disponiveis/88/88131/tde-04032008-082549/ ;

16. Maruthachalam D. Experimental investigation on polyolefin macro-monofilament fibre reinforced high performance concrete.

Degree: Civil engineering, 2014, Anna University

The experimental investigation and theoretical analyses presented in this thesis deal with the development of Polyolefin Macro-Monofilament Fibre Reinforced High Performance Concrete (PMMFRHPC) is presented… (more)

Subjects/Keywords: Civil engineering; Polyolefin Macro-Monofilament; Reinforced high performance concrete

Page 1

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APA (6th Edition):

D, M. (2014). Experimental investigation on polyolefin macro-monofilament fibre reinforced high performance concrete. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/15642

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):

D, Maruthachalam. “Experimental investigation on polyolefin macro-monofilament fibre reinforced high performance concrete.” 2014. Thesis, Anna University. Accessed September 21, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/15642.

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

MLA Handbook (7th Edition):

D, Maruthachalam. “Experimental investigation on polyolefin macro-monofilament fibre reinforced high performance concrete.” 2014. Web. 21 Sep 2020.

Vancouver:

D M. Experimental investigation on polyolefin macro-monofilament fibre reinforced high performance concrete. [Internet] [Thesis]. Anna University; 2014. [cited 2020 Sep 21]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/15642.

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

Council of Science Editors:

D M. Experimental investigation on polyolefin macro-monofilament fibre reinforced high performance concrete. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/15642

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


Anna University

17. Chinnaraju K. Behaviour of high performanceConcrete using binary ternary andQuaternarycementitious blends;.

Degree: Behaviour of high performanceConcrete using binary ternary andQuaternarycementitious blends, 2014, Anna University

newlineThe premature deterioration of concrete structures in aggressive newlineenvironments and the need for high strength concrete to reduce the size of the newlinestructural elements and… (more)

Subjects/Keywords: Additional material; Ground Granulated Blast Furnace Slag; High Performance Concrete

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APA (6th Edition):

K, C. (2014). Behaviour of high performanceConcrete using binary ternary andQuaternarycementitious blends;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/31527

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, Chinnaraju. “Behaviour of high performanceConcrete using binary ternary andQuaternarycementitious blends;.” 2014. Thesis, Anna University. Accessed September 21, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/31527.

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

MLA Handbook (7th Edition):

K, Chinnaraju. “Behaviour of high performanceConcrete using binary ternary andQuaternarycementitious blends;.” 2014. Web. 21 Sep 2020.

Vancouver:

K C. Behaviour of high performanceConcrete using binary ternary andQuaternarycementitious blends;. [Internet] [Thesis]. Anna University; 2014. [cited 2020 Sep 21]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/31527.

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

Council of Science Editors:

K C. Behaviour of high performanceConcrete using binary ternary andQuaternarycementitious blends;. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/31527

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


North Carolina State University

18. Seliem, Hatem Mohamed. Behavior of Concrete Bridges Reinforced with High-Performance Steel Reinforcing Bars.

Degree: PhD, Civil Engineering, 2007, North Carolina State University

High-performance (HP) steel reinforcing bars are characterized by their high tensile strength and enhanced corrosion resistance in comparison to conventional ASTM A 615 Grade 60… (more)

Subjects/Keywords: high-performance; steel; bridges; concrete

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APA (6th Edition):

Seliem, H. M. (2007). Behavior of Concrete Bridges Reinforced with High-Performance Steel Reinforcing Bars. (Doctoral Dissertation). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/5667

Chicago Manual of Style (16th Edition):

Seliem, Hatem Mohamed. “Behavior of Concrete Bridges Reinforced with High-Performance Steel Reinforcing Bars.” 2007. Doctoral Dissertation, North Carolina State University. Accessed September 21, 2020. http://www.lib.ncsu.edu/resolver/1840.16/5667.

MLA Handbook (7th Edition):

Seliem, Hatem Mohamed. “Behavior of Concrete Bridges Reinforced with High-Performance Steel Reinforcing Bars.” 2007. Web. 21 Sep 2020.

Vancouver:

Seliem HM. Behavior of Concrete Bridges Reinforced with High-Performance Steel Reinforcing Bars. [Internet] [Doctoral dissertation]. North Carolina State University; 2007. [cited 2020 Sep 21]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/5667.

Council of Science Editors:

Seliem HM. Behavior of Concrete Bridges Reinforced with High-Performance Steel Reinforcing Bars. [Doctoral Dissertation]. North Carolina State University; 2007. Available from: http://www.lib.ncsu.edu/resolver/1840.16/5667


University of Pretoria

19. Denneman, Erik. Fracture in high performance fibre reinforced concrete pavement materials.

Degree: PhD, Civil Engineering, 2011, University of Pretoria

 An innovative pavement system known as Ultra Thin Continuously Reinforced Concrete Pavement (UTCRCP) was recently developed in South Africa. The technology is currently being implemented… (more)

Subjects/Keywords: High performance material; Post crack stress capacity; Fibre reinforced concrete; UCTD

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APA (6th Edition):

Denneman, E. (2011). Fracture in high performance fibre reinforced concrete pavement materials. (Doctoral Dissertation). University of Pretoria. Retrieved from http://hdl.handle.net/2263/28664

Chicago Manual of Style (16th Edition):

Denneman, Erik. “Fracture in high performance fibre reinforced concrete pavement materials.” 2011. Doctoral Dissertation, University of Pretoria. Accessed September 21, 2020. http://hdl.handle.net/2263/28664.

MLA Handbook (7th Edition):

Denneman, Erik. “Fracture in high performance fibre reinforced concrete pavement materials.” 2011. Web. 21 Sep 2020.

Vancouver:

Denneman E. Fracture in high performance fibre reinforced concrete pavement materials. [Internet] [Doctoral dissertation]. University of Pretoria; 2011. [cited 2020 Sep 21]. Available from: http://hdl.handle.net/2263/28664.

Council of Science Editors:

Denneman E. Fracture in high performance fibre reinforced concrete pavement materials. [Doctoral Dissertation]. University of Pretoria; 2011. Available from: http://hdl.handle.net/2263/28664


University of Toronto

20. Shao, Bingyue. Mix Development of PLC-based Ultra-high Performance Fibre Reinforced Concrete and Characterization of Key Mechanical Properties and Time-Dependent Behaviour.

Degree: 2016, University of Toronto

This thesis proposes a new Ultra-high Performance Fibre Reinforced Concrete (UHPFRC) mix design developed and optimized with the aim of lowering environmental and economic cost… (more)

Subjects/Keywords: Concrete; Fibre; Flexural; Mix design; Tensile; Ultra-high performance; 0543

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APA (6th Edition):

Shao, B. (2016). Mix Development of PLC-based Ultra-high Performance Fibre Reinforced Concrete and Characterization of Key Mechanical Properties and Time-Dependent Behaviour. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/76013

Chicago Manual of Style (16th Edition):

Shao, Bingyue. “Mix Development of PLC-based Ultra-high Performance Fibre Reinforced Concrete and Characterization of Key Mechanical Properties and Time-Dependent Behaviour.” 2016. Masters Thesis, University of Toronto. Accessed September 21, 2020. http://hdl.handle.net/1807/76013.

MLA Handbook (7th Edition):

Shao, Bingyue. “Mix Development of PLC-based Ultra-high Performance Fibre Reinforced Concrete and Characterization of Key Mechanical Properties and Time-Dependent Behaviour.” 2016. Web. 21 Sep 2020.

Vancouver:

Shao B. Mix Development of PLC-based Ultra-high Performance Fibre Reinforced Concrete and Characterization of Key Mechanical Properties and Time-Dependent Behaviour. [Internet] [Masters thesis]. University of Toronto; 2016. [cited 2020 Sep 21]. Available from: http://hdl.handle.net/1807/76013.

Council of Science Editors:

Shao B. Mix Development of PLC-based Ultra-high Performance Fibre Reinforced Concrete and Characterization of Key Mechanical Properties and Time-Dependent Behaviour. [Masters Thesis]. University of Toronto; 2016. Available from: http://hdl.handle.net/1807/76013


University of New South Wales

21. Ng, Tian Sing. An investigation into the development of high performance geopolymer concrete.

Degree: Civil & Environmental Engineering, 2011, University of New South Wales

 This thesis investigates the manufacture and material properties of some high performance geopolymer concrete. In particular the following is studied: design of high strength geopolymer… (more)

Subjects/Keywords: Fibre; Geopolymer; Concrete; Fracture; Shear; Strength; High Performance

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APA (6th Edition):

Ng, T. S. (2011). An investigation into the development of high performance geopolymer concrete. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/51589 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10256/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Ng, Tian Sing. “An investigation into the development of high performance geopolymer concrete.” 2011. Doctoral Dissertation, University of New South Wales. Accessed September 21, 2020. http://handle.unsw.edu.au/1959.4/51589 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10256/SOURCE02?view=true.

MLA Handbook (7th Edition):

Ng, Tian Sing. “An investigation into the development of high performance geopolymer concrete.” 2011. Web. 21 Sep 2020.

Vancouver:

Ng TS. An investigation into the development of high performance geopolymer concrete. [Internet] [Doctoral dissertation]. University of New South Wales; 2011. [cited 2020 Sep 21]. Available from: http://handle.unsw.edu.au/1959.4/51589 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10256/SOURCE02?view=true.

Council of Science Editors:

Ng TS. An investigation into the development of high performance geopolymer concrete. [Doctoral Dissertation]. University of New South Wales; 2011. Available from: http://handle.unsw.edu.au/1959.4/51589 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10256/SOURCE02?view=true


University of Pretoria

22. Denneman, Erik. Fracture in high performance fibre reinforced concrete pavement materials .

Degree: 2011, University of Pretoria

 An innovative pavement system known as Ultra Thin Continuously Reinforced Concrete Pavement (UTCRCP) was recently developed in South Africa. The technology is currently being implemented… (more)

Subjects/Keywords: High performance material; Post crack stress capacity; Fibre reinforced concrete; UCTD

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

APA (6th Edition):

Denneman, E. (2011). Fracture in high performance fibre reinforced concrete pavement materials . (Doctoral Dissertation). University of Pretoria. Retrieved from http://upetd.up.ac.za/thesis/available/etd-10122011-170158/

Chicago Manual of Style (16th Edition):

Denneman, Erik. “Fracture in high performance fibre reinforced concrete pavement materials .” 2011. Doctoral Dissertation, University of Pretoria. Accessed September 21, 2020. http://upetd.up.ac.za/thesis/available/etd-10122011-170158/.

MLA Handbook (7th Edition):

Denneman, Erik. “Fracture in high performance fibre reinforced concrete pavement materials .” 2011. Web. 21 Sep 2020.

Vancouver:

Denneman E. Fracture in high performance fibre reinforced concrete pavement materials . [Internet] [Doctoral dissertation]. University of Pretoria; 2011. [cited 2020 Sep 21]. Available from: http://upetd.up.ac.za/thesis/available/etd-10122011-170158/.

Council of Science Editors:

Denneman E. Fracture in high performance fibre reinforced concrete pavement materials . [Doctoral Dissertation]. University of Pretoria; 2011. Available from: http://upetd.up.ac.za/thesis/available/etd-10122011-170158/


Virginia Tech

23. Dacanay, Thomas Christian. Ultra-High Performance Concrete Shear Walls in Tall Buildings.

Degree: MS, Civil and Environmental Engineering, 2016, Virginia Tech

 This thesis presents the results of an effort to quantify the implications of using ultra-high performance concrete (UHPC) for shear walls in tall buildings considering… (more)

Subjects/Keywords: Ultra-high performance concrete; shear wall; Lattice Discrete Particle Model; sustainability

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APA (6th Edition):

Dacanay, T. C. (2016). Ultra-High Performance Concrete Shear Walls in Tall Buildings. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/65161

Chicago Manual of Style (16th Edition):

Dacanay, Thomas Christian. “Ultra-High Performance Concrete Shear Walls in Tall Buildings.” 2016. Masters Thesis, Virginia Tech. Accessed September 21, 2020. http://hdl.handle.net/10919/65161.

MLA Handbook (7th Edition):

Dacanay, Thomas Christian. “Ultra-High Performance Concrete Shear Walls in Tall Buildings.” 2016. Web. 21 Sep 2020.

Vancouver:

Dacanay TC. Ultra-High Performance Concrete Shear Walls in Tall Buildings. [Internet] [Masters thesis]. Virginia Tech; 2016. [cited 2020 Sep 21]. Available from: http://hdl.handle.net/10919/65161.

Council of Science Editors:

Dacanay TC. Ultra-High Performance Concrete Shear Walls in Tall Buildings. [Masters Thesis]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/65161


Mississippi State University

24. Williams, Brett Anthony. Equipment and protocols for quasi-static and dynamic tests of High-Strength High-Ductility Concrete (HSHDC) and Very-High-Strength Concrete (VHSC).

Degree: MS, Civil and Environmental Engineering, 2015, Mississippi State University

  This research developed the quasi-static and dynamic equipment and protocols for tests of both Very-High-Strength Concrete (VHSC) and High-Strength High-Ductility Concrete (HSHDC) to predict… (more)

Subjects/Keywords: blast load simulator; high-performance concrete; mechanical properties; strain rate sensitivity

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APA (6th Edition):

Williams, B. A. (2015). Equipment and protocols for quasi-static and dynamic tests of High-Strength High-Ductility Concrete (HSHDC) and Very-High-Strength Concrete (VHSC). (Masters Thesis). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-10232015-140131/ ;

Chicago Manual of Style (16th Edition):

Williams, Brett Anthony. “Equipment and protocols for quasi-static and dynamic tests of High-Strength High-Ductility Concrete (HSHDC) and Very-High-Strength Concrete (VHSC).” 2015. Masters Thesis, Mississippi State University. Accessed September 21, 2020. http://sun.library.msstate.edu/ETD-db/theses/available/etd-10232015-140131/ ;.

MLA Handbook (7th Edition):

Williams, Brett Anthony. “Equipment and protocols for quasi-static and dynamic tests of High-Strength High-Ductility Concrete (HSHDC) and Very-High-Strength Concrete (VHSC).” 2015. Web. 21 Sep 2020.

Vancouver:

Williams BA. Equipment and protocols for quasi-static and dynamic tests of High-Strength High-Ductility Concrete (HSHDC) and Very-High-Strength Concrete (VHSC). [Internet] [Masters thesis]. Mississippi State University; 2015. [cited 2020 Sep 21]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-10232015-140131/ ;.

Council of Science Editors:

Williams BA. Equipment and protocols for quasi-static and dynamic tests of High-Strength High-Ductility Concrete (HSHDC) and Very-High-Strength Concrete (VHSC). [Masters Thesis]. Mississippi State University; 2015. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-10232015-140131/ ;

25. Xie, Tianyu. Behaviour of High- and Ultra-High Performance Fibre Reinforced Concrete Flexural Members.

Degree: 2019, University of Adelaide

Concrete is a quasi-brittle material that increases in brittleness as the compressive strength increases and as such plain high-strength concrete always fails in an explosive… (more)

Subjects/Keywords: Ultra-high performance concrete; fibers; flexural members; numerical and analytical models

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APA (6th Edition):

Xie, T. (2019). Behaviour of High- and Ultra-High Performance Fibre Reinforced Concrete Flexural Members. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/119970

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):

Xie, Tianyu. “Behaviour of High- and Ultra-High Performance Fibre Reinforced Concrete Flexural Members.” 2019. Thesis, University of Adelaide. Accessed September 21, 2020. http://hdl.handle.net/2440/119970.

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

MLA Handbook (7th Edition):

Xie, Tianyu. “Behaviour of High- and Ultra-High Performance Fibre Reinforced Concrete Flexural Members.” 2019. Web. 21 Sep 2020.

Vancouver:

Xie T. Behaviour of High- and Ultra-High Performance Fibre Reinforced Concrete Flexural Members. [Internet] [Thesis]. University of Adelaide; 2019. [cited 2020 Sep 21]. Available from: http://hdl.handle.net/2440/119970.

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

Council of Science Editors:

Xie T. Behaviour of High- and Ultra-High Performance Fibre Reinforced Concrete Flexural Members. [Thesis]. University of Adelaide; 2019. Available from: http://hdl.handle.net/2440/119970

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

26. Nilsson, Lennart. Development of UHPC concrete using mostly locally available raw materials.

Degree: Environmental and Natural Resources Engineering, 2018, Luleå University of Technology

  The concrete technology has during the last century changed dramatically where the concept of high strength concrete has gone from 30MPa to well over… (more)

Subjects/Keywords: UHPC; Ultra High-Performance Concrete; Other Materials Engineering; Annan materialteknik

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APA (6th Edition):

Nilsson, L. (2018). Development of UHPC concrete using mostly locally available raw materials. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-69456

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):

Nilsson, Lennart. “Development of UHPC concrete using mostly locally available raw materials.” 2018. Thesis, Luleå University of Technology. Accessed September 21, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-69456.

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

MLA Handbook (7th Edition):

Nilsson, Lennart. “Development of UHPC concrete using mostly locally available raw materials.” 2018. Web. 21 Sep 2020.

Vancouver:

Nilsson L. Development of UHPC concrete using mostly locally available raw materials. [Internet] [Thesis]. Luleå University of Technology; 2018. [cited 2020 Sep 21]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-69456.

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

Council of Science Editors:

Nilsson L. Development of UHPC concrete using mostly locally available raw materials. [Thesis]. Luleå University of Technology; 2018. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-69456

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


University of Waterloo

27. Safiuddin, Md. Development of Self-consolidating High Performance Concrete Incorporating Rice Husk Ash.

Degree: 2008, University of Waterloo

 The work presented in this thesis deals with the development of self-consolidating high performance concrete (SCHPC) incorporating rice husk ash (RHA) as a supplementary cementing… (more)

Subjects/Keywords: Self-consolidating high performance concrete

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APA (6th Edition):

Safiuddin, M. (2008). Development of Self-consolidating High Performance Concrete Incorporating Rice Husk Ash. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/3758

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):

Safiuddin, Md. “Development of Self-consolidating High Performance Concrete Incorporating Rice Husk Ash.” 2008. Thesis, University of Waterloo. Accessed September 21, 2020. http://hdl.handle.net/10012/3758.

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

MLA Handbook (7th Edition):

Safiuddin, Md. “Development of Self-consolidating High Performance Concrete Incorporating Rice Husk Ash.” 2008. Web. 21 Sep 2020.

Vancouver:

Safiuddin M. Development of Self-consolidating High Performance Concrete Incorporating Rice Husk Ash. [Internet] [Thesis]. University of Waterloo; 2008. [cited 2020 Sep 21]. Available from: http://hdl.handle.net/10012/3758.

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

Council of Science Editors:

Safiuddin M. Development of Self-consolidating High Performance Concrete Incorporating Rice Husk Ash. [Thesis]. University of Waterloo; 2008. Available from: http://hdl.handle.net/10012/3758

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


University of Texas – Austin

28. -8781-1820. Development and laboratory testing of Ultra High Performance Concrete.

Degree: MSin Engineering, Civil Engineering, 2016, University of Texas – Austin

 Ultra-High Performance Concrete (UHPC) is an emerging material technology that exhibits a combination of high compressive strength, high tensile strength, high toughness and ductility, and… (more)

Subjects/Keywords: Concrete; Ultra High Performance Concrete; UHPC; Mechanical testing; Strain hardening concrete; Ductal; UHPC bridge connections; UHPC closure pours; Nonproprietary

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APA (6th Edition):

-8781-1820. (2016). Development and laboratory testing of Ultra High Performance Concrete. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/47240

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

-8781-1820. “Development and laboratory testing of Ultra High Performance Concrete.” 2016. Masters Thesis, University of Texas – Austin. Accessed September 21, 2020. http://hdl.handle.net/2152/47240.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

-8781-1820. “Development and laboratory testing of Ultra High Performance Concrete.” 2016. Web. 21 Sep 2020.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-8781-1820. Development and laboratory testing of Ultra High Performance Concrete. [Internet] [Masters thesis]. University of Texas – Austin; 2016. [cited 2020 Sep 21]. Available from: http://hdl.handle.net/2152/47240.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

-8781-1820. Development and laboratory testing of Ultra High Performance Concrete. [Masters Thesis]. University of Texas – Austin; 2016. Available from: http://hdl.handle.net/2152/47240

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete


University of Illinois – Urbana-Champaign

29. D'Ambrosia, Matthew. Early age creep and shrinkage of emerging concrete materials.

Degree: PhD, 0106, 2012, University of Illinois – Urbana-Champaign

Concrete pavements and structures are especially vulnerable to cracking at early age. The volumetric instability of concrete at early age is a frequent cause of… (more)

Subjects/Keywords: concrete volume change; tensile creep; autogenous shrinkage; restrained cracking; self-consolidating concrete (SCC); shrinkage reducing admixtures (SRA); high-performance concrete (HPC)

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APA (6th Edition):

D'Ambrosia, M. (2012). Early age creep and shrinkage of emerging concrete materials. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/29427

Chicago Manual of Style (16th Edition):

D'Ambrosia, Matthew. “Early age creep and shrinkage of emerging concrete materials.” 2012. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed September 21, 2020. http://hdl.handle.net/2142/29427.

MLA Handbook (7th Edition):

D'Ambrosia, Matthew. “Early age creep and shrinkage of emerging concrete materials.” 2012. Web. 21 Sep 2020.

Vancouver:

D'Ambrosia M. Early age creep and shrinkage of emerging concrete materials. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2012. [cited 2020 Sep 21]. Available from: http://hdl.handle.net/2142/29427.

Council of Science Editors:

D'Ambrosia M. Early age creep and shrinkage of emerging concrete materials. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/29427


Penn State University

30. Pfund, Stephen Jacob. Cyclic Response of Concrete Beams Reinforced with ASTM A1035 Grade-120 Steel Bars.

Degree: 2012, Penn State University

 Since the implementation of strength design for structural concrete in 1963, US building codes have limited the use of ultrahigh strength steel (UHSS, yield strength… (more)

Subjects/Keywords: advanced high strength steel; crack width; deformation capacity; high performance fiber reinforced concrete; ultrahigh strength

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

APA (6th Edition):

Pfund, S. J. (2012). Cyclic Response of Concrete Beams Reinforced with ASTM A1035 Grade-120 Steel Bars. (Thesis). Penn State University. Retrieved from https://submit-etda.libraries.psu.edu/catalog/15546

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):

Pfund, Stephen Jacob. “Cyclic Response of Concrete Beams Reinforced with ASTM A1035 Grade-120 Steel Bars.” 2012. Thesis, Penn State University. Accessed September 21, 2020. https://submit-etda.libraries.psu.edu/catalog/15546.

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

MLA Handbook (7th Edition):

Pfund, Stephen Jacob. “Cyclic Response of Concrete Beams Reinforced with ASTM A1035 Grade-120 Steel Bars.” 2012. Web. 21 Sep 2020.

Vancouver:

Pfund SJ. Cyclic Response of Concrete Beams Reinforced with ASTM A1035 Grade-120 Steel Bars. [Internet] [Thesis]. Penn State University; 2012. [cited 2020 Sep 21]. Available from: https://submit-etda.libraries.psu.edu/catalog/15546.

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

Council of Science Editors:

Pfund SJ. Cyclic Response of Concrete Beams Reinforced with ASTM A1035 Grade-120 Steel Bars. [Thesis]. Penn State University; 2012. Available from: https://submit-etda.libraries.psu.edu/catalog/15546

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

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