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You searched for subject:(shrinkage of concrete). Showing records 1 – 30 of 35 total matches.

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Cal Poly

1. Schoppe, Brett Michael. SHRINKAGE & MODULUS OF ELASTICITY IN CONCRETE WITH RECYCLED AGGREGATES.

Degree: MS, Civil and Environmental Engineering, 2011, Cal Poly

  This paper presents results on experimental research for concrete produced using recycled coarse aggregates (RCA).  Five types of coarse aggregates were used in this… (more)

Subjects/Keywords: Shrinkage; Compressive Strength; Modulus of Elasticity; Recycled Aggregates; Recycled Concrete

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

APA (6th Edition):

Schoppe, B. M. (2011). SHRINKAGE & MODULUS OF ELASTICITY IN CONCRETE WITH RECYCLED AGGREGATES. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/500 ; 10.15368/theses.2011.62

Chicago Manual of Style (16th Edition):

Schoppe, Brett Michael. “SHRINKAGE & MODULUS OF ELASTICITY IN CONCRETE WITH RECYCLED AGGREGATES.” 2011. Masters Thesis, Cal Poly. Accessed September 22, 2020. https://digitalcommons.calpoly.edu/theses/500 ; 10.15368/theses.2011.62.

MLA Handbook (7th Edition):

Schoppe, Brett Michael. “SHRINKAGE & MODULUS OF ELASTICITY IN CONCRETE WITH RECYCLED AGGREGATES.” 2011. Web. 22 Sep 2020.

Vancouver:

Schoppe BM. SHRINKAGE & MODULUS OF ELASTICITY IN CONCRETE WITH RECYCLED AGGREGATES. [Internet] [Masters thesis]. Cal Poly; 2011. [cited 2020 Sep 22]. Available from: https://digitalcommons.calpoly.edu/theses/500 ; 10.15368/theses.2011.62.

Council of Science Editors:

Schoppe BM. SHRINKAGE & MODULUS OF ELASTICITY IN CONCRETE WITH RECYCLED AGGREGATES. [Masters Thesis]. Cal Poly; 2011. Available from: https://digitalcommons.calpoly.edu/theses/500 ; 10.15368/theses.2011.62


University of Toronto

2. 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 22, 2020. http://hdl.handle.net/1807/93277.

MLA Handbook (7th Edition):

ALASKAR, ABDULAZIZ MOHAMMED. “‏‏ Early Volume Change of High Performance Concrete.” 2017. Web. 22 Sep 2020.

Vancouver:

ALASKAR AM. ‏‏ Early Volume Change of High Performance Concrete. [Internet] [Doctoral dissertation]. University of Toronto; 2017. [cited 2020 Sep 22]. 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


RMIT University

3. Ling, X. Optimising short-term and long-term properties of high-volume fly ash (HVFA) concrete.

Degree: 2015, RMIT University

 The demand for concrete as a construction material has increased due to its durability and low cost, the growth of the world’s population and the… (more)

Subjects/Keywords: Fields of Research; High-volume fly ash concrete; Concrete mix design; Creep and shrinkage; Short-term properties of concrete

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APA (6th Edition):

Ling, X. (2015). Optimising short-term and long-term properties of high-volume fly ash (HVFA) concrete. (Thesis). RMIT University. Retrieved from http://researchbank.rmit.edu.au/view/rmit:161589

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):

Ling, X. “Optimising short-term and long-term properties of high-volume fly ash (HVFA) concrete.” 2015. Thesis, RMIT University. Accessed September 22, 2020. http://researchbank.rmit.edu.au/view/rmit:161589.

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

MLA Handbook (7th Edition):

Ling, X. “Optimising short-term and long-term properties of high-volume fly ash (HVFA) concrete.” 2015. Web. 22 Sep 2020.

Vancouver:

Ling X. Optimising short-term and long-term properties of high-volume fly ash (HVFA) concrete. [Internet] [Thesis]. RMIT University; 2015. [cited 2020 Sep 22]. Available from: http://researchbank.rmit.edu.au/view/rmit:161589.

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

Council of Science Editors:

Ling X. Optimising short-term and long-term properties of high-volume fly ash (HVFA) concrete. [Thesis]. RMIT University; 2015. Available from: http://researchbank.rmit.edu.au/view/rmit:161589

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


Universidade do Rio Grande do Sul

4. Silva, Lucilia Maria Silveira Bernardino da. Influência do carregamento precoce na retração por secagem do concreto.

Degree: 2016, Universidade do Rio Grande do Sul

Apesar dos avanços tecnológicos e do conhecimento disponível sobre o concreto e suas propriedades, muitas estruturas apresentam-se degradadas prematuramente. Assim, são necessárias frequentes intervenções para… (more)

Subjects/Keywords: Concreto; Concrete preloading; Retração por secagem; Drying shrinkage; Fissuras (Engenharia); Self-healing of cracks; Performance of concrete

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APA (6th Edition):

Silva, L. M. S. B. d. (2016). Influência do carregamento precoce na retração por secagem do concreto. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/158297

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):

Silva, Lucilia Maria Silveira Bernardino da. “Influência do carregamento precoce na retração por secagem do concreto.” 2016. Thesis, Universidade do Rio Grande do Sul. Accessed September 22, 2020. http://hdl.handle.net/10183/158297.

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

MLA Handbook (7th Edition):

Silva, Lucilia Maria Silveira Bernardino da. “Influência do carregamento precoce na retração por secagem do concreto.” 2016. Web. 22 Sep 2020.

Vancouver:

Silva LMSBd. Influência do carregamento precoce na retração por secagem do concreto. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2016. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/10183/158297.

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

Council of Science Editors:

Silva LMSBd. Influência do carregamento precoce na retração por secagem do concreto. [Thesis]. Universidade do Rio Grande do Sul; 2016. Available from: http://hdl.handle.net/10183/158297

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


RMIT University

5. Lee, H. Compressive strength and drying shrinkage of HySSIL cellular lightweight concrete under different exposure conditions.

Degree: 2010, RMIT University

 An innovative cellular lightweight concrete has the potential to offer significant environmental benefits to the Australian construction sector. It has the potential to reduce the… (more)

Subjects/Keywords: Fields of Research; Cellular Lightweight Concrete; Drying Shrinkage; Compressive Strength; Relative Humidity

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APA (6th Edition):

Lee, H. (2010). Compressive strength and drying shrinkage of HySSIL cellular lightweight concrete under different exposure conditions. (Thesis). RMIT University. Retrieved from http://researchbank.rmit.edu.au/view/rmit:160718

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):

Lee, H. “Compressive strength and drying shrinkage of HySSIL cellular lightweight concrete under different exposure conditions.” 2010. Thesis, RMIT University. Accessed September 22, 2020. http://researchbank.rmit.edu.au/view/rmit:160718.

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

MLA Handbook (7th Edition):

Lee, H. “Compressive strength and drying shrinkage of HySSIL cellular lightweight concrete under different exposure conditions.” 2010. Web. 22 Sep 2020.

Vancouver:

Lee H. Compressive strength and drying shrinkage of HySSIL cellular lightweight concrete under different exposure conditions. [Internet] [Thesis]. RMIT University; 2010. [cited 2020 Sep 22]. Available from: http://researchbank.rmit.edu.au/view/rmit:160718.

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

Council of Science Editors:

Lee H. Compressive strength and drying shrinkage of HySSIL cellular lightweight concrete under different exposure conditions. [Thesis]. RMIT University; 2010. Available from: http://researchbank.rmit.edu.au/view/rmit:160718

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


Kansas State University

6. Qadri, Faisal A. F. Durable high early strength concrete via internal curing approach using saturated lightweight and recycled concrete aggregates.

Degree: MS, Department of Civil Engineering, 2020, Kansas State University

 Environmental exposure is one of the primary causes of concrete pavement deterioration, specifically cyclic freezing and thawing, as is common in Kansas. Rehabilitation of deteriorated… (more)

Subjects/Keywords: High Early Strength Concrete; Patching; Freezing and Thawing; Autogenous Shrinkage; Relative Dynamic Modulus of Elasticity

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APA (6th Edition):

Qadri, F. A. F. (2020). Durable high early strength concrete via internal curing approach using saturated lightweight and recycled concrete aggregates. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/40638

Chicago Manual of Style (16th Edition):

Qadri, Faisal A F. “Durable high early strength concrete via internal curing approach using saturated lightweight and recycled concrete aggregates.” 2020. Masters Thesis, Kansas State University. Accessed September 22, 2020. http://hdl.handle.net/2097/40638.

MLA Handbook (7th Edition):

Qadri, Faisal A F. “Durable high early strength concrete via internal curing approach using saturated lightweight and recycled concrete aggregates.” 2020. Web. 22 Sep 2020.

Vancouver:

Qadri FAF. Durable high early strength concrete via internal curing approach using saturated lightweight and recycled concrete aggregates. [Internet] [Masters thesis]. Kansas State University; 2020. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/2097/40638.

Council of Science Editors:

Qadri FAF. Durable high early strength concrete via internal curing approach using saturated lightweight and recycled concrete aggregates. [Masters Thesis]. Kansas State University; 2020. Available from: http://hdl.handle.net/2097/40638


Brno University of Technology

7. Láznička, Josef. Studium vlivů ovlivňujících životnost cementobetonových krytů v ČR: Study of impacts affecting the lifetime of cement concrete coverings in the Czech Republic.

Degree: 2019, Brno University of Technology

 This thesis deals with the study of cement – concrete coverings. The aim of the thesis is a summary of current knowledge of these constructions.… (more)

Subjects/Keywords: cementobetonový kryt; trvanlivost betonu; mikrotrhliny; příměsi; hydratační teplota; smrštění betonu; provzdušněný beton; cement – concrete cover; durability of concrete; micro cracks; admixture; temperature of hydration; shrinkage of concrete; aerated concrete

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APA (6th Edition):

Láznička, J. (2019). Studium vlivů ovlivňujících životnost cementobetonových krytů v ČR: Study of impacts affecting the lifetime of cement concrete coverings in the Czech Republic. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/137939

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):

Láznička, Josef. “Studium vlivů ovlivňujících životnost cementobetonových krytů v ČR: Study of impacts affecting the lifetime of cement concrete coverings in the Czech Republic.” 2019. Thesis, Brno University of Technology. Accessed September 22, 2020. http://hdl.handle.net/11012/137939.

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

MLA Handbook (7th Edition):

Láznička, Josef. “Studium vlivů ovlivňujících životnost cementobetonových krytů v ČR: Study of impacts affecting the lifetime of cement concrete coverings in the Czech Republic.” 2019. Web. 22 Sep 2020.

Vancouver:

Láznička J. Studium vlivů ovlivňujících životnost cementobetonových krytů v ČR: Study of impacts affecting the lifetime of cement concrete coverings in the Czech Republic. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/11012/137939.

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

Council of Science Editors:

Láznička J. Studium vlivů ovlivňujících životnost cementobetonových krytů v ČR: Study of impacts affecting the lifetime of cement concrete coverings in the Czech Republic. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/137939

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


Penn State University

8. Bazer, Abdulsamed. Shrinkage Cracking Potential & Petrographic Analysis of Concrete with MgO Expansive Admixture.

Degree: 2018, Penn State University

Shrinkage cracking is one of the main engineering problems that reduce the durability of concrete infrastructure. MgO expansive admixture is a technology designed to diminish… (more)

Subjects/Keywords: shrinkage; restrained ring test; MgO expansive admixture; MgO concrete; petrography; thin sections; concrete; cementitious admixtures; shrinkage cracking; cracking potential; microstructure of concrete; fluorescence microscopy; polarized light microscopy; scanning electrom microscopy; SEM; EDS; concrete petrography

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APA (6th Edition):

Bazer, A. (2018). Shrinkage Cracking Potential & Petrographic Analysis of Concrete with MgO Expansive Admixture. (Thesis). Penn State University. Retrieved from https://submit-etda.libraries.psu.edu/catalog/16069axb480

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):

Bazer, Abdulsamed. “Shrinkage Cracking Potential & Petrographic Analysis of Concrete with MgO Expansive Admixture.” 2018. Thesis, Penn State University. Accessed September 22, 2020. https://submit-etda.libraries.psu.edu/catalog/16069axb480.

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

MLA Handbook (7th Edition):

Bazer, Abdulsamed. “Shrinkage Cracking Potential & Petrographic Analysis of Concrete with MgO Expansive Admixture.” 2018. Web. 22 Sep 2020.

Vancouver:

Bazer A. Shrinkage Cracking Potential & Petrographic Analysis of Concrete with MgO Expansive Admixture. [Internet] [Thesis]. Penn State University; 2018. [cited 2020 Sep 22]. Available from: https://submit-etda.libraries.psu.edu/catalog/16069axb480.

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

Council of Science Editors:

Bazer A. Shrinkage Cracking Potential & Petrographic Analysis of Concrete with MgO Expansive Admixture. [Thesis]. Penn State University; 2018. Available from: https://submit-etda.libraries.psu.edu/catalog/16069axb480

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


Brno University of Technology

9. Zvolánek, Lukáš. Experimentální a numerická analýza reologických procesů v průběhu zrání betonu.: Experimental and numerical analysis of rheological processes during the concrete maturation.

Degree: 2018, Brno University of Technology

 This doctoral thesis deals with the volume changes of structural concrete caused by its shrinkage. Great importance is given to the evaluation of concrete resistance… (more)

Subjects/Keywords: Beton; mikro-beton; vláknobeton; smršťování; smršťovací trhliny; optimalizace; komplexní experiment; kritický stupeň omezení; odolnost betonu; reologický model; model B4.; Concrete; micro-concrete; fibre concrete; shrinkage; shrinkage cracking; optimization; complex experiment; critical degree of restraint; concrete resistance; rheological model; model B4.

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APA (6th Edition):

Zvolánek, L. (2018). Experimentální a numerická analýza reologických procesů v průběhu zrání betonu.: Experimental and numerical analysis of rheological processes during the concrete maturation. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/69166

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):

Zvolánek, Lukáš. “Experimentální a numerická analýza reologických procesů v průběhu zrání betonu.: Experimental and numerical analysis of rheological processes during the concrete maturation.” 2018. Thesis, Brno University of Technology. Accessed September 22, 2020. http://hdl.handle.net/11012/69166.

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

MLA Handbook (7th Edition):

Zvolánek, Lukáš. “Experimentální a numerická analýza reologických procesů v průběhu zrání betonu.: Experimental and numerical analysis of rheological processes during the concrete maturation.” 2018. Web. 22 Sep 2020.

Vancouver:

Zvolánek L. Experimentální a numerická analýza reologických procesů v průběhu zrání betonu.: Experimental and numerical analysis of rheological processes during the concrete maturation. [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/11012/69166.

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

Council of Science Editors:

Zvolánek L. Experimentální a numerická analýza reologických procesů v průběhu zrání betonu.: Experimental and numerical analysis of rheological processes during the concrete maturation. [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/69166

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


University of British Columbia

10. Gupta, Rishi. Development, application and early-age monitoring of fiber-reinforced ‘crack-free’ cement-based overlays .

Degree: 2008, University of British Columbia

 In most industrialized countries, significant future activity in the construction sector will be related to repair and rehabilitation of aging infrastructure. This will require use… (more)

Subjects/Keywords: Shrinkage of mortars; Fiber reinforcement in concrete

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

APA (6th Edition):

Gupta, R. (2008). Development, application and early-age monitoring of fiber-reinforced ‘crack-free’ cement-based overlays . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/713

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):

Gupta, Rishi. “Development, application and early-age monitoring of fiber-reinforced ‘crack-free’ cement-based overlays .” 2008. Thesis, University of British Columbia. Accessed September 22, 2020. http://hdl.handle.net/2429/713.

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

MLA Handbook (7th Edition):

Gupta, Rishi. “Development, application and early-age monitoring of fiber-reinforced ‘crack-free’ cement-based overlays .” 2008. Web. 22 Sep 2020.

Vancouver:

Gupta R. Development, application and early-age monitoring of fiber-reinforced ‘crack-free’ cement-based overlays . [Internet] [Thesis]. University of British Columbia; 2008. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/2429/713.

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

Council of Science Editors:

Gupta R. Development, application and early-age monitoring of fiber-reinforced ‘crack-free’ cement-based overlays . [Thesis]. University of British Columbia; 2008. Available from: http://hdl.handle.net/2429/713

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


Brno University of Technology

11. Křenek, Daniel. Vodonepropustné betonové konstrukce a předpisy pro jejich navrhování a provádění: Waterproof concrete structures and regulations for the design and implementation.

Degree: 2020, Brno University of Technology

 This thesis covers the issues of design, production, and property testing in regards to waterlight concrete structures. The testing conducted on the properties fit in… (more)

Subjects/Keywords: bílá vana; vodonepropustné betonové konstrukce; vodonepropustný beton; hydratační teplo; smrštění; příměsi; přísady; trhliny; waterproofing basement; impermeable concrete constructions; impermeable concrete; heat of hydratation shrinkage; admixtures; additives; cracks

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APA (6th Edition):

Křenek, D. (2020). Vodonepropustné betonové konstrukce a předpisy pro jejich navrhování a provádění: Waterproof concrete structures and regulations for the design and implementation. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/62429

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):

Křenek, Daniel. “Vodonepropustné betonové konstrukce a předpisy pro jejich navrhování a provádění: Waterproof concrete structures and regulations for the design and implementation.” 2020. Thesis, Brno University of Technology. Accessed September 22, 2020. http://hdl.handle.net/11012/62429.

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

MLA Handbook (7th Edition):

Křenek, Daniel. “Vodonepropustné betonové konstrukce a předpisy pro jejich navrhování a provádění: Waterproof concrete structures and regulations for the design and implementation.” 2020. Web. 22 Sep 2020.

Vancouver:

Křenek D. Vodonepropustné betonové konstrukce a předpisy pro jejich navrhování a provádění: Waterproof concrete structures and regulations for the design and implementation. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/11012/62429.

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

Council of Science Editors:

Křenek D. Vodonepropustné betonové konstrukce a předpisy pro jejich navrhování a provádění: Waterproof concrete structures and regulations for the design and implementation. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/62429

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


Brno University of Technology

12. Meruňka, Milan. Analýza objemových změn cementových kompozitů s ohledem na optimalizaci dávkování jemných složek: Analysis of volume changes of cement composites with respect to optimizing the dosage of fine components.

Degree: 2020, Brno University of Technology

 The diploma thesis deals with the determination of the influence of the maximum density of the cement matrix on the volume changes of concrete, the… (more)

Subjects/Keywords: Objemové změny betonu; smrštění betonu; minimální mezerovitost cementové matrice; maximální hutnost cementové matrice; vývoj hydratačních teplot; mikrostruktura betonu…; Volume changes of concrete; shrinkage of concrete; minimum voidsity of cement matrix; maximum density of cement matrix; development of hydration temperatures; microstructure of concrete…

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APA (6th Edition):

Meruňka, M. (2020). Analýza objemových změn cementových kompozitů s ohledem na optimalizaci dávkování jemných složek: Analysis of volume changes of cement composites with respect to optimizing the dosage of fine components. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/184243

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):

Meruňka, Milan. “Analýza objemových změn cementových kompozitů s ohledem na optimalizaci dávkování jemných složek: Analysis of volume changes of cement composites with respect to optimizing the dosage of fine components.” 2020. Thesis, Brno University of Technology. Accessed September 22, 2020. http://hdl.handle.net/11012/184243.

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

MLA Handbook (7th Edition):

Meruňka, Milan. “Analýza objemových změn cementových kompozitů s ohledem na optimalizaci dávkování jemných složek: Analysis of volume changes of cement composites with respect to optimizing the dosage of fine components.” 2020. Web. 22 Sep 2020.

Vancouver:

Meruňka M. Analýza objemových změn cementových kompozitů s ohledem na optimalizaci dávkování jemných složek: Analysis of volume changes of cement composites with respect to optimizing the dosage of fine components. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/11012/184243.

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

Council of Science Editors:

Meruňka M. Analýza objemových změn cementových kompozitů s ohledem na optimalizaci dávkování jemných složek: Analysis of volume changes of cement composites with respect to optimizing the dosage of fine components. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/184243

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


Brno University of Technology

13. Kuře, Václav. Diagnostika průmyslové podlahy z drátkobetonu: Diagnostics of steel fiber reinforced concrete industrial floors.

Degree: 2019, Brno University of Technology

 This final thesis is divided into two parts. The first, theoretic part is focused on issue about industrial concrete floors, their production and adjustment. Special… (more)

Subjects/Keywords: Čerstvý beton; smršťování betonu; ocelová vlákna; betonová průmyslová podlaha; minerální vsyp; šířka rozevření trhliny naměřená na povrchu zkušebního tělesa; drátkobeton; pevnost v tlaku; Fresh concrete; shrinkage of concrete; steel fibres; industrial concrete floor; mineral shake; crack mouth opening displacement (CMOD); steel fibre reinforced concrete; compressive strength

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

APA (6th Edition):

Kuře, V. (2019). Diagnostika průmyslové podlahy z drátkobetonu: Diagnostics of steel fiber reinforced concrete industrial floors. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/37840

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):

Kuře, Václav. “Diagnostika průmyslové podlahy z drátkobetonu: Diagnostics of steel fiber reinforced concrete industrial floors.” 2019. Thesis, Brno University of Technology. Accessed September 22, 2020. http://hdl.handle.net/11012/37840.

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

MLA Handbook (7th Edition):

Kuře, Václav. “Diagnostika průmyslové podlahy z drátkobetonu: Diagnostics of steel fiber reinforced concrete industrial floors.” 2019. Web. 22 Sep 2020.

Vancouver:

Kuře V. Diagnostika průmyslové podlahy z drátkobetonu: Diagnostics of steel fiber reinforced concrete industrial floors. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/11012/37840.

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

Council of Science Editors:

Kuře V. Diagnostika průmyslové podlahy z drátkobetonu: Diagnostics of steel fiber reinforced concrete industrial floors. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/37840

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


Universidade Federal de Santa Maria

14. Sílvio Maurício Beck. EFEITOS NAS PROPRIEDADES MECÂNICAS, ELÁSTICAS E DE DEFORMAÇÃO EM CONCRETOS COM ALTOS TEORES DE ESCÓRIA E CINZA VOLANTE.

Degree: 2009, Universidade Federal de Santa Maria

 A utilização de subprodutos e resíduos industriais como pozolanas, é uma alternativa para atingir a sustentabilidade, economia e durabilidade em estruturas de concreto. Esta pesquisa… (more)

Subjects/Keywords: escória; cinza-volante; concreto; ENGENHARIA CIVIL; slag; lime hydrated; flay ash; concrete; strength; modulus of elasticity; total shrinkage; retração; módulo de elasticidade; resistência; cal hidratada

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

APA (6th Edition):

Beck, S. M. (2009). EFEITOS NAS PROPRIEDADES MECÂNICAS, ELÁSTICAS E DE DEFORMAÇÃO EM CONCRETOS COM ALTOS TEORES DE ESCÓRIA E CINZA VOLANTE. (Thesis). Universidade Federal de Santa Maria. Retrieved from http://coralx.ufsm.br/tede/tde_busca/arquivo.php?codArquivo=2502

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):

Beck, Sílvio Maurício. “EFEITOS NAS PROPRIEDADES MECÂNICAS, ELÁSTICAS E DE DEFORMAÇÃO EM CONCRETOS COM ALTOS TEORES DE ESCÓRIA E CINZA VOLANTE.” 2009. Thesis, Universidade Federal de Santa Maria. Accessed September 22, 2020. http://coralx.ufsm.br/tede/tde_busca/arquivo.php?codArquivo=2502.

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

MLA Handbook (7th Edition):

Beck, Sílvio Maurício. “EFEITOS NAS PROPRIEDADES MECÂNICAS, ELÁSTICAS E DE DEFORMAÇÃO EM CONCRETOS COM ALTOS TEORES DE ESCÓRIA E CINZA VOLANTE.” 2009. Web. 22 Sep 2020.

Vancouver:

Beck SM. EFEITOS NAS PROPRIEDADES MECÂNICAS, ELÁSTICAS E DE DEFORMAÇÃO EM CONCRETOS COM ALTOS TEORES DE ESCÓRIA E CINZA VOLANTE. [Internet] [Thesis]. Universidade Federal de Santa Maria; 2009. [cited 2020 Sep 22]. Available from: http://coralx.ufsm.br/tede/tde_busca/arquivo.php?codArquivo=2502.

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

Council of Science Editors:

Beck SM. EFEITOS NAS PROPRIEDADES MECÂNICAS, ELÁSTICAS E DE DEFORMAÇÃO EM CONCRETOS COM ALTOS TEORES DE ESCÓRIA E CINZA VOLANTE. [Thesis]. Universidade Federal de Santa Maria; 2009. Available from: http://coralx.ufsm.br/tede/tde_busca/arquivo.php?codArquivo=2502

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


Penn State University

15. Swartz, Brian D. Time-Dependent Analysis of Pretensioned Concrete Bridge Girders .

Degree: 2010, Penn State University

 The increasing use of high strength concrete in pretensioned concrete bridge girders drove the development of new prestress loss provisions that were introduced to the… (more)

Subjects/Keywords: prestressed concrete; time-dependent analysis; Loss of prestress; creep; shrinkage

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

APA (6th Edition):

Swartz, B. D. (2010). Time-Dependent Analysis of Pretensioned Concrete Bridge Girders . (Thesis). Penn State University. Retrieved from https://submit-etda.libraries.psu.edu/catalog/10490

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):

Swartz, Brian D. “Time-Dependent Analysis of Pretensioned Concrete Bridge Girders .” 2010. Thesis, Penn State University. Accessed September 22, 2020. https://submit-etda.libraries.psu.edu/catalog/10490.

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

MLA Handbook (7th Edition):

Swartz, Brian D. “Time-Dependent Analysis of Pretensioned Concrete Bridge Girders .” 2010. Web. 22 Sep 2020.

Vancouver:

Swartz BD. Time-Dependent Analysis of Pretensioned Concrete Bridge Girders . [Internet] [Thesis]. Penn State University; 2010. [cited 2020 Sep 22]. Available from: https://submit-etda.libraries.psu.edu/catalog/10490.

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

Council of Science Editors:

Swartz BD. Time-Dependent Analysis of Pretensioned Concrete Bridge Girders . [Thesis]. Penn State University; 2010. Available from: https://submit-etda.libraries.psu.edu/catalog/10490

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


Brno University of Technology

16. Macková, Lucie. Návrh jednoduché inženýrské konstrukce: Design of simple engineering structure.

Degree: 2018, Brno University of Technology

 Bachelor’s thesis processes methodology of calculating the deflection according to norm EN 1992-1. First of all it deals with the theory necessary to understand the… (more)

Subjects/Keywords: Eurokód; mezní stavy; průhyb; ideální průřez; porušení trhlinou; dotvarování betonu; smršťování betonu; křivost; tuhost.; Eurocode; limit states; deflection; ideal section; cracking; creep of concrete; shrinkage; curvature; rigidity.

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

APA (6th Edition):

Macková, L. (2018). Návrh jednoduché inženýrské konstrukce: Design of simple engineering structure. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/9446

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):

Macková, Lucie. “Návrh jednoduché inženýrské konstrukce: Design of simple engineering structure.” 2018. Thesis, Brno University of Technology. Accessed September 22, 2020. http://hdl.handle.net/11012/9446.

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

MLA Handbook (7th Edition):

Macková, Lucie. “Návrh jednoduché inženýrské konstrukce: Design of simple engineering structure.” 2018. Web. 22 Sep 2020.

Vancouver:

Macková L. Návrh jednoduché inženýrské konstrukce: Design of simple engineering structure. [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/11012/9446.

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

Council of Science Editors:

Macková L. Návrh jednoduché inženýrské konstrukce: Design of simple engineering structure. [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/9446

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

17. DANETI SARADHI BABU. Mechanical and deformational properties, and shrinkage cracking behaviour of lightweight concretes.

Degree: 2009, National University of Singapore

Subjects/Keywords: Foamed concrete; lightweight aggregate; air-void system; fracture toughness; strength; modulus of elasticity; shrinkage; creep and shrinkage cracking

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APA (6th Edition):

BABU, D. S. (2009). Mechanical and deformational properties, and shrinkage cracking behaviour of lightweight concretes. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/27861

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):

BABU, DANETI SARADHI. “Mechanical and deformational properties, and shrinkage cracking behaviour of lightweight concretes.” 2009. Thesis, National University of Singapore. Accessed September 22, 2020. http://scholarbank.nus.edu.sg/handle/10635/27861.

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

MLA Handbook (7th Edition):

BABU, DANETI SARADHI. “Mechanical and deformational properties, and shrinkage cracking behaviour of lightweight concretes.” 2009. Web. 22 Sep 2020.

Vancouver:

BABU DS. Mechanical and deformational properties, and shrinkage cracking behaviour of lightweight concretes. [Internet] [Thesis]. National University of Singapore; 2009. [cited 2020 Sep 22]. Available from: http://scholarbank.nus.edu.sg/handle/10635/27861.

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

Council of Science Editors:

BABU DS. Mechanical and deformational properties, and shrinkage cracking behaviour of lightweight concretes. [Thesis]. National University of Singapore; 2009. Available from: http://scholarbank.nus.edu.sg/handle/10635/27861

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


University of Cincinnati

18. SAPROO, MONIKA. TRANSVERSE CRACKING OF BRIDGE DECKS - INFLUENCE OF TEMPERATURE AND RESTRAINED SHRINKAGE.

Degree: MS, Engineering : Civil Engineering, 2003, University of Cincinnati

 Ohio Department of Transportation started a program of replacement of bridge decks by high performance concrete decks but the decks started showing cracks after just… (more)

Subjects/Keywords: Engineering, Civil; transverse cracking; bridge decks; temperature shrinkage of concrete decks; influence of restraints on concrete cracking; shrinkage strains as observed in bridge decks

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APA (6th Edition):

SAPROO, M. (2003). TRANSVERSE CRACKING OF BRIDGE DECKS - INFLUENCE OF TEMPERATURE AND RESTRAINED SHRINKAGE. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1060898267

Chicago Manual of Style (16th Edition):

SAPROO, MONIKA. “TRANSVERSE CRACKING OF BRIDGE DECKS - INFLUENCE OF TEMPERATURE AND RESTRAINED SHRINKAGE.” 2003. Masters Thesis, University of Cincinnati. Accessed September 22, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1060898267.

MLA Handbook (7th Edition):

SAPROO, MONIKA. “TRANSVERSE CRACKING OF BRIDGE DECKS - INFLUENCE OF TEMPERATURE AND RESTRAINED SHRINKAGE.” 2003. Web. 22 Sep 2020.

Vancouver:

SAPROO M. TRANSVERSE CRACKING OF BRIDGE DECKS - INFLUENCE OF TEMPERATURE AND RESTRAINED SHRINKAGE. [Internet] [Masters thesis]. University of Cincinnati; 2003. [cited 2020 Sep 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1060898267.

Council of Science Editors:

SAPROO M. TRANSVERSE CRACKING OF BRIDGE DECKS - INFLUENCE OF TEMPERATURE AND RESTRAINED SHRINKAGE. [Masters Thesis]. University of Cincinnati; 2003. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1060898267

19. Tej Petr. Integrované mosty .

Degree: 2012, Czech University of Technology

 Dissertation is focused on integral bridges, particularly on their transition areas, where interaction raises between the bridge structure and surrounding soil body. The work consists… (more)

Subjects/Keywords: Integrované mosty; přechodová oblast; dotvarování betonu; smršťování betonu; zemní tlaky; zásyp; přechodová deska; podpěra; zemní těleso; Integral bridges; transition zore; creep of concrete; shrinkage of concrete; Earth pressures backfill; transition slab; support; soil structure

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APA (6th Edition):

Petr, T. (2012). Integrované mosty . (Thesis). Czech University of Technology. Retrieved from http://hdl.handle.net/10467/9643

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):

Petr, Tej. “Integrované mosty .” 2012. Thesis, Czech University of Technology. Accessed September 22, 2020. http://hdl.handle.net/10467/9643.

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

MLA Handbook (7th Edition):

Petr, Tej. “Integrované mosty .” 2012. Web. 22 Sep 2020.

Vancouver:

Petr T. Integrované mosty . [Internet] [Thesis]. Czech University of Technology; 2012. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/10467/9643.

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

Council of Science Editors:

Petr T. Integrované mosty . [Thesis]. Czech University of Technology; 2012. Available from: http://hdl.handle.net/10467/9643

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


Brno University of Technology

20. Kuře, Václav. Vliv dávkování ocelových vláken na úbytek konzistence čerstvého betonu a pevnost v tlaku ztvrdlého betonu.: Influence of dosage of steel fibres on the loss of consistency of fresh concrete and compresive strength of hardened concrete.

Degree: 2019, Brno University of Technology

 Bachelor work is focused on problems of a consistency of fresh fiber reinforced concrete. The consistency was characterized by a slump test and by a… (more)

Subjects/Keywords: Čerstvý beton; zkouška sednutím; zkouška rozlitím; obsah vzduchu; objemová hmotnost; objemová změna; frakce kameniva; konzistence; pevnost v tlaku; smršťování betonu; Fresh concrete slump-test; flow table test; air content; density; dimensional change; aggregate size; consistency; compressive strength; shrinkage of concrete

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

APA (6th Edition):

Kuře, V. (2019). Vliv dávkování ocelových vláken na úbytek konzistence čerstvého betonu a pevnost v tlaku ztvrdlého betonu.: Influence of dosage of steel fibres on the loss of consistency of fresh concrete and compresive strength of hardened concrete. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/29108

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):

Kuře, Václav. “Vliv dávkování ocelových vláken na úbytek konzistence čerstvého betonu a pevnost v tlaku ztvrdlého betonu.: Influence of dosage of steel fibres on the loss of consistency of fresh concrete and compresive strength of hardened concrete.” 2019. Thesis, Brno University of Technology. Accessed September 22, 2020. http://hdl.handle.net/11012/29108.

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

MLA Handbook (7th Edition):

Kuře, Václav. “Vliv dávkování ocelových vláken na úbytek konzistence čerstvého betonu a pevnost v tlaku ztvrdlého betonu.: Influence of dosage of steel fibres on the loss of consistency of fresh concrete and compresive strength of hardened concrete.” 2019. Web. 22 Sep 2020.

Vancouver:

Kuře V. Vliv dávkování ocelových vláken na úbytek konzistence čerstvého betonu a pevnost v tlaku ztvrdlého betonu.: Influence of dosage of steel fibres on the loss of consistency of fresh concrete and compresive strength of hardened concrete. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/11012/29108.

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

Council of Science Editors:

Kuře V. Vliv dávkování ocelových vláken na úbytek konzistence čerstvého betonu a pevnost v tlaku ztvrdlého betonu.: Influence of dosage of steel fibres on the loss of consistency of fresh concrete and compresive strength of hardened concrete. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/29108

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


Brno University of Technology

21. Machačová, Denisa. Objemové změny vybraných cementových kompozitů: vyhodnocení experimentů: Volume changes of selected cementitious composites: tests evaluation.

Degree: 2018, Brno University of Technology

 The topic of bachelor thesis is to evaluate experimentally observed volume changes of selected specimens of cement composites in the early stages of solidification and… (more)

Subjects/Keywords: smršťování; dotvarování; obyčejný beton; lehký beton; délkové přetvoření; poměrné posunutí; rané stádium tuhnutí a tvrdnutí; aproximace; shrinkage; creep; ordinary concrete; lightweight concrete; longitudinal strain; the relative displacement; early stages of solidification and hardening; approximation

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

APA (6th Edition):

Machačová, D. (2018). Objemové změny vybraných cementových kompozitů: vyhodnocení experimentů: Volume changes of selected cementitious composites: tests evaluation. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/15428

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):

Machačová, Denisa. “Objemové změny vybraných cementových kompozitů: vyhodnocení experimentů: Volume changes of selected cementitious composites: tests evaluation.” 2018. Thesis, Brno University of Technology. Accessed September 22, 2020. http://hdl.handle.net/11012/15428.

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

MLA Handbook (7th Edition):

Machačová, Denisa. “Objemové změny vybraných cementových kompozitů: vyhodnocení experimentů: Volume changes of selected cementitious composites: tests evaluation.” 2018. Web. 22 Sep 2020.

Vancouver:

Machačová D. Objemové změny vybraných cementových kompozitů: vyhodnocení experimentů: Volume changes of selected cementitious composites: tests evaluation. [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/11012/15428.

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

Council of Science Editors:

Machačová D. Objemové změny vybraných cementových kompozitů: vyhodnocení experimentů: Volume changes of selected cementitious composites: tests evaluation. [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/15428

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


Brno University of Technology

22. Kollárik, Adrián. Monolitická železobetonová nádrž: Monolithic reinforced concrete tank.

Degree: 2020, Brno University of Technology

 The thesis deals with design and assessment of all supporting parts of cast-in-place reinforced concrete tank. The thesis includes a technical report, static analysis, drawing… (more)

Subjects/Keywords: Vodná nádrž; železobetón; stropná doska; steny; základová doska; zaťaženie; dimenzovanie; priehyb; trhliny; napätie; dotvarovanie betónu; zmršťovanie; výstuž; Water tank; reinforced concrete; floor slab; walls; foundation slab; load; design of structures; deflection; cracks; stress; concrete creep; shrinkage; reinforcement

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

APA (6th Edition):

Kollárik, A. (2020). Monolitická železobetonová nádrž: Monolithic reinforced concrete tank. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/184271

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):

Kollárik, Adrián. “Monolitická železobetonová nádrž: Monolithic reinforced concrete tank.” 2020. Thesis, Brno University of Technology. Accessed September 22, 2020. http://hdl.handle.net/11012/184271.

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

MLA Handbook (7th Edition):

Kollárik, Adrián. “Monolitická železobetonová nádrž: Monolithic reinforced concrete tank.” 2020. Web. 22 Sep 2020.

Vancouver:

Kollárik A. Monolitická železobetonová nádrž: Monolithic reinforced concrete tank. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/11012/184271.

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

Council of Science Editors:

Kollárik A. Monolitická železobetonová nádrž: Monolithic reinforced concrete tank. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/184271

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


Brno University of Technology

23. Nani, Pavel. Most nad potokem Bystrice: Bridge across Bystrica creek.

Degree: 2019, Brno University of Technology

 The subject of my diploma thesis is a detailed static calculation of the post-tensioned concrete road bridge across Bystrica creek near Banska Bystrica in Slovakia.… (more)

Subjects/Keywords: trámový most; spojitý nosník; vliv výstavby; vliv modelování; mezní stav použitelnosti; mezní stav únosnosti; kroucení; zatížení; dodatečné předpětí; fázovaná výstavba; dotvarování betonu; smršťování betonu; časově závislá analýza; T-průřez; beam bridge; continuous bridge; effect of stage; effect of modelling; service limit state; ultimate limit state; torsion; load; post-tensioned; stage construction; creep of concrete; shrinkage of concrete; time dependent analysis; T-section

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

APA (6th Edition):

Nani, P. (2019). Most nad potokem Bystrice: Bridge across Bystrica creek. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/38052

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):

Nani, Pavel. “Most nad potokem Bystrice: Bridge across Bystrica creek.” 2019. Thesis, Brno University of Technology. Accessed September 22, 2020. http://hdl.handle.net/11012/38052.

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

MLA Handbook (7th Edition):

Nani, Pavel. “Most nad potokem Bystrice: Bridge across Bystrica creek.” 2019. Web. 22 Sep 2020.

Vancouver:

Nani P. Most nad potokem Bystrice: Bridge across Bystrica creek. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/11012/38052.

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

Council of Science Editors:

Nani P. Most nad potokem Bystrice: Bridge across Bystrica creek. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/38052

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

24. ΓΕΩΡΓΙΑΔΗΣ, ΑΝΔΡΕΑΣ. ΜΕΛΕΤΗ ΚΑΙ ΠΑΡΑΣΚΕΥΗ ΚΥΨΕΛΩΤΟΥ ΚΟΝΙΟΔΕΜΑΤΟΣ ΥΔΡΟΘΕΡΜΙΚΗΣ ΚΑΤΕΡΓΑΣΙΑΣ ΜΕ ΜΕΙΩΜΕΝΕΣ ΣΥΣΤΟΛΕΣ ΞΗΡΑΝΣΗΣ.

Degree: 1990, Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); National Technical University of Athens (NTUA)

THIS THESIS PRESENTS THE IN-DEPTH STUDY AND THE EFFECTIVE CONTROL OF THE PROBLEM ARISING FROM DRYING SHRINKAGE HIGH VALUES DETECTED AT AUTOCLAVED CELLULAR CONCRETE (A.C.C.).… (more)

Subjects/Keywords: AERATED CONCRETE; Cellular concrete; Drying shrinkage; FOAM CONCRETE; HYDROTHERMALLY TREATED CELLULAR CONCRETE; PORE STRUCTURE OF CELLULAR CONCRETE; ΑΕΡΙΟΜΠΕΤΟΝ; ΑΦΡΟΜΠΕΤΟΝ; ΚΥΨΕΛΩΤΟ ΚΟΝΙΟΔΕΜΑ ΥΔΡΟΘΕΡΜΙΚΗΣ ΚΑΤΕΡΓΑΣΙΑΣ; Κυψελωτό μπετόν; ΠΟΡΩΔΗΣ ΔΟΜΗ ΤΟΥ ΚΥΨΕΛΩΤΟΥ ΜΠΕΤΟΝ; ΣΥΣΤΟΛΕΣ ΞΗΡΑΝΣΗΣ

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

APA (6th Edition):

ΓΕΩΡΓΙΑΔΗΣ, . (1990). ΜΕΛΕΤΗ ΚΑΙ ΠΑΡΑΣΚΕΥΗ ΚΥΨΕΛΩΤΟΥ ΚΟΝΙΟΔΕΜΑΤΟΣ ΥΔΡΟΘΕΡΜΙΚΗΣ ΚΑΤΕΡΓΑΣΙΑΣ ΜΕ ΜΕΙΩΜΕΝΕΣ ΣΥΣΤΟΛΕΣ ΞΗΡΑΝΣΗΣ. (Thesis). Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); National Technical University of Athens (NTUA). Retrieved from http://hdl.handle.net/10442/hedi/1421

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):

ΓΕΩΡΓΙΑΔΗΣ, ΑΝΔΡΕΑΣ. “ΜΕΛΕΤΗ ΚΑΙ ΠΑΡΑΣΚΕΥΗ ΚΥΨΕΛΩΤΟΥ ΚΟΝΙΟΔΕΜΑΤΟΣ ΥΔΡΟΘΕΡΜΙΚΗΣ ΚΑΤΕΡΓΑΣΙΑΣ ΜΕ ΜΕΙΩΜΕΝΕΣ ΣΥΣΤΟΛΕΣ ΞΗΡΑΝΣΗΣ.” 1990. Thesis, Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); National Technical University of Athens (NTUA). Accessed September 22, 2020. http://hdl.handle.net/10442/hedi/1421.

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

MLA Handbook (7th Edition):

ΓΕΩΡΓΙΑΔΗΣ, ΑΝΔΡΕΑΣ. “ΜΕΛΕΤΗ ΚΑΙ ΠΑΡΑΣΚΕΥΗ ΚΥΨΕΛΩΤΟΥ ΚΟΝΙΟΔΕΜΑΤΟΣ ΥΔΡΟΘΕΡΜΙΚΗΣ ΚΑΤΕΡΓΑΣΙΑΣ ΜΕ ΜΕΙΩΜΕΝΕΣ ΣΥΣΤΟΛΕΣ ΞΗΡΑΝΣΗΣ.” 1990. Web. 22 Sep 2020.

Vancouver:

ΓΕΩΡΓΙΑΔΗΣ . ΜΕΛΕΤΗ ΚΑΙ ΠΑΡΑΣΚΕΥΗ ΚΥΨΕΛΩΤΟΥ ΚΟΝΙΟΔΕΜΑΤΟΣ ΥΔΡΟΘΕΡΜΙΚΗΣ ΚΑΤΕΡΓΑΣΙΑΣ ΜΕ ΜΕΙΩΜΕΝΕΣ ΣΥΣΤΟΛΕΣ ΞΗΡΑΝΣΗΣ. [Internet] [Thesis]. Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); National Technical University of Athens (NTUA); 1990. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/10442/hedi/1421.

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

Council of Science Editors:

ΓΕΩΡΓΙΑΔΗΣ . ΜΕΛΕΤΗ ΚΑΙ ΠΑΡΑΣΚΕΥΗ ΚΥΨΕΛΩΤΟΥ ΚΟΝΙΟΔΕΜΑΤΟΣ ΥΔΡΟΘΕΡΜΙΚΗΣ ΚΑΤΕΡΓΑΣΙΑΣ ΜΕ ΜΕΙΩΜΕΝΕΣ ΣΥΣΤΟΛΕΣ ΞΗΡΑΝΣΗΣ. [Thesis]. Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); National Technical University of Athens (NTUA); 1990. Available from: http://hdl.handle.net/10442/hedi/1421

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


Brno University of Technology

25. Meruňka, Milan. Vývoj speciálních vysokopevnostních betonů s nízkými objemovými změnami: : Development of special high strength concrete with low volume changes.

Degree: 2019, Brno University of Technology

 The bachelor thesis deals with problems of volume changes of concrete, especially shrinkage of concrete. Types of concrete changes, causes, occurrences, and ways to eliminate… (more)

Subjects/Keywords: Objemové změny; smršťování betonu; protismršťovací přísady; přísady redukující smrštění; voda; vysokoteplotní popílek; fluidní popílek; cementová pasta; vývoj hydratačních teplot; ; Volume changes; shrinkage of concrete; shrinking reducing additions; water; high-temperature fly ash; fluidized bed combustion fly ash; cement paste; development of hydratation temperatures; ..

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

APA (6th Edition):

Meruňka, M. (2019). Vývoj speciálních vysokopevnostních betonů s nízkými objemovými změnami: : Development of special high strength concrete with low volume changes. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/84417

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):

Meruňka, Milan. “Vývoj speciálních vysokopevnostních betonů s nízkými objemovými změnami: : Development of special high strength concrete with low volume changes.” 2019. Thesis, Brno University of Technology. Accessed September 22, 2020. http://hdl.handle.net/11012/84417.

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

MLA Handbook (7th Edition):

Meruňka, Milan. “Vývoj speciálních vysokopevnostních betonů s nízkými objemovými změnami: : Development of special high strength concrete with low volume changes.” 2019. Web. 22 Sep 2020.

Vancouver:

Meruňka M. Vývoj speciálních vysokopevnostních betonů s nízkými objemovými změnami: : Development of special high strength concrete with low volume changes. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/11012/84417.

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

Council of Science Editors:

Meruňka M. Vývoj speciálních vysokopevnostních betonů s nízkými objemovými změnami: : Development of special high strength concrete with low volume changes. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/84417

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

26. Elaghoury, Ziad. Long-Term Deflections of Reinforced Concrete Beams.

Degree: 2019, University of Western Ontario

 The CSA A23.3 code provisions compute the long-term deflection of reinforced concrete flexural members by applying a multiplier to the short-term deflection, essentially ignoring the… (more)

Subjects/Keywords: Reinforced concrete; Long-term deflection; Time-dependent analysis of concrete; Concrete creep; Concrete shrinkage Short-term deflection; Bischoff’s Equation; Effective moment of inertia; Sustained loads; Structural Engineering

…effects of creep and shrinkage of concrete. Both creep and shrinkage are intrinsic material… …multiplier ignores the creep and shrinkage characteristics of concrete and is therefore… …an overview of the factors that influence the creep and shrinkage of concrete as well as… …concrete beams, it is appropriate to review the state of the knowledge concerning shrinkage and… …aggregates has been shown to play an important role in reducing shrinkage and creep of concrete… 

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

APA (6th Edition):

Elaghoury, Z. (2019). Long-Term Deflections of Reinforced Concrete Beams. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/6496

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):

Elaghoury, Ziad. “Long-Term Deflections of Reinforced Concrete Beams.” 2019. Thesis, University of Western Ontario. Accessed September 22, 2020. https://ir.lib.uwo.ca/etd/6496.

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

MLA Handbook (7th Edition):

Elaghoury, Ziad. “Long-Term Deflections of Reinforced Concrete Beams.” 2019. Web. 22 Sep 2020.

Vancouver:

Elaghoury Z. Long-Term Deflections of Reinforced Concrete Beams. [Internet] [Thesis]. University of Western Ontario; 2019. [cited 2020 Sep 22]. Available from: https://ir.lib.uwo.ca/etd/6496.

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

Council of Science Editors:

Elaghoury Z. Long-Term Deflections of Reinforced Concrete Beams. [Thesis]. University of Western Ontario; 2019. Available from: https://ir.lib.uwo.ca/etd/6496

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


North Carolina State University

27. Mata, Luis Alexander. Implementation of Self-Consolidating Concrete (SCC) for Prestressed Concrete Girders.

Degree: MS, Civil Engineering, 2004, North Carolina State University

 Self-Consolidating Concrete (SCC) was first developed in Japan almost 15 years ago, and it was not until the late 1990's that the U.S precast concrete(more)

Subjects/Keywords: bridge beam; girder; creep; flexural modulus; modulus of elasticity; prestressing; self-consolidating concrete; shrinkage; strength

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

APA (6th Edition):

Mata, L. A. (2004). Implementation of Self-Consolidating Concrete (SCC) for Prestressed Concrete Girders. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/2563

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):

Mata, Luis Alexander. “Implementation of Self-Consolidating Concrete (SCC) for Prestressed Concrete Girders.” 2004. Thesis, North Carolina State University. Accessed September 22, 2020. http://www.lib.ncsu.edu/resolver/1840.16/2563.

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

MLA Handbook (7th Edition):

Mata, Luis Alexander. “Implementation of Self-Consolidating Concrete (SCC) for Prestressed Concrete Girders.” 2004. Web. 22 Sep 2020.

Vancouver:

Mata LA. Implementation of Self-Consolidating Concrete (SCC) for Prestressed Concrete Girders. [Internet] [Thesis]. North Carolina State University; 2004. [cited 2020 Sep 22]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/2563.

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

Council of Science Editors:

Mata LA. Implementation of Self-Consolidating Concrete (SCC) for Prestressed Concrete Girders. [Thesis]. North Carolina State University; 2004. Available from: http://www.lib.ncsu.edu/resolver/1840.16/2563

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


Brno University of Technology

28. Kustyánová, Orsolya. Monolitická nádrž ČOV: Cast-in-place tank of sewage plant.

Degree: 2020, Brno University of Technology

 This thesis deals with the design and assessment of all supporting parts of a cast-in-place reinforced concrete tank of sewage plant in the village Vrbice.… (more)

Subjects/Keywords: čistírna odpadních vod; stěny; základová deska; železobeton; trhliny; zatížení teplotou; smršťování; smyk; vnitřní síly; dimenzování; výztuž; wastewater treatment plant; walls; base plate; reinforced concrete; cracks; thermal actions; shrinkage; shear; internal forces; design of structures; reinforcement

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

APA (6th Edition):

Kustyánová, O. (2020). Monolitická nádrž ČOV: Cast-in-place tank of sewage plant. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57451

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):

Kustyánová, Orsolya. “Monolitická nádrž ČOV: Cast-in-place tank of sewage plant.” 2020. Thesis, Brno University of Technology. Accessed September 22, 2020. http://hdl.handle.net/11012/57451.

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

MLA Handbook (7th Edition):

Kustyánová, Orsolya. “Monolitická nádrž ČOV: Cast-in-place tank of sewage plant.” 2020. Web. 22 Sep 2020.

Vancouver:

Kustyánová O. Monolitická nádrž ČOV: Cast-in-place tank of sewage plant. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/11012/57451.

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

Council of Science Editors:

Kustyánová O. Monolitická nádrž ČOV: Cast-in-place tank of sewage plant. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/57451

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


Brno University of Technology

29. Renczes, Gábor. Železobetonová monolitická nádrž: Cast-in-place tank.

Degree: 2019, Brno University of Technology

 The thesis deals with the design and assessment of all supporting parts of a cast-in-place reinforced concrete sewage tank in a wastewater treatment plant. The… (more)

Subjects/Keywords: čistiareň odpadových vôd; steny; základová doska; železobetón; trhliny; zaťaženie teplotou; zmršťovanie; šmyk; vnútorné sily; dimenzovanie; výstuž; wastewater treatment plant; walls; foundation slab; reinforced concrete; cracks; thermal actions; shrinkage; shear; internal forces; design of structures; reinforcement

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

APA (6th Edition):

Renczes, G. (2019). Železobetonová monolitická nádrž: Cast-in-place tank. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/137751

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):

Renczes, Gábor. “Železobetonová monolitická nádrž: Cast-in-place tank.” 2019. Thesis, Brno University of Technology. Accessed September 22, 2020. http://hdl.handle.net/11012/137751.

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

MLA Handbook (7th Edition):

Renczes, Gábor. “Železobetonová monolitická nádrž: Cast-in-place tank.” 2019. Web. 22 Sep 2020.

Vancouver:

Renczes G. Železobetonová monolitická nádrž: Cast-in-place tank. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/11012/137751.

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

Council of Science Editors:

Renczes G. Železobetonová monolitická nádrž: Cast-in-place tank. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/137751

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

30. He, Wenjun. Creep and Shrinkage of High Performance Concrete, and Prediction of Long-Term Camber of Prestressed Bridge Girders.

Degree: 2013, Iowa State University

 The long-term camber of prestressed bridge girders is typically over-estimated by current Iowa Department of Transportation (IA DOT) methods at erection (typically 3 month after… (more)

Subjects/Keywords: Creep and shrinkage of high performance concrete; Prediction of long-term camber of prestressed bridge girders; Civil Engineering

…and shrinkage of concrete play an important role in the long-term camber of a prestressed… …girders, creep and shrinkage tests of concrete using local materials were performed. Seven mixes… …Correlate the creep and shrinkage behavior between concrete specimens and a full size of… …of concrete, elastic shortening, creep strain and shrinkage strain are additive; • A… …cement paste and concrete ............................... 35 Figure 2.3. Camber of a… 

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

APA (6th Edition):

He, W. (2013). Creep and Shrinkage of High Performance Concrete, and Prediction of Long-Term Camber of Prestressed Bridge Girders. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/13418

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):

He, Wenjun. “Creep and Shrinkage of High Performance Concrete, and Prediction of Long-Term Camber of Prestressed Bridge Girders.” 2013. Thesis, Iowa State University. Accessed September 22, 2020. https://lib.dr.iastate.edu/etd/13418.

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

MLA Handbook (7th Edition):

He, Wenjun. “Creep and Shrinkage of High Performance Concrete, and Prediction of Long-Term Camber of Prestressed Bridge Girders.” 2013. Web. 22 Sep 2020.

Vancouver:

He W. Creep and Shrinkage of High Performance Concrete, and Prediction of Long-Term Camber of Prestressed Bridge Girders. [Internet] [Thesis]. Iowa State University; 2013. [cited 2020 Sep 22]. Available from: https://lib.dr.iastate.edu/etd/13418.

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

Council of Science Editors:

He W. Creep and Shrinkage of High Performance Concrete, and Prediction of Long-Term Camber of Prestressed Bridge Girders. [Thesis]. Iowa State University; 2013. Available from: https://lib.dr.iastate.edu/etd/13418

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

[1] [2]

.