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You searched for subject:(concrete cover). Showing records 1 – 30 of 44 total matches.

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1. Savic, Adrijana. Developing a prism qualification test to ensure adequate splitting resistance in pretensioned concrete railroad ties.

Degree: PhD, Department of Civil Engineering, 2019, Kansas State University

 This research represents a successful step in the development of a qualification test to ensure adequate splitting resistance in pre-tensioned concrete railroad ties. The research… (more)

Subjects/Keywords: prestressed concrete; railroad ties; arema manual; concrete cover; wire; concrete mixtures

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APA (6th Edition):

Savic, A. (2019). Developing a prism qualification test to ensure adequate splitting resistance in pretensioned concrete railroad ties. (Doctoral Dissertation). Kansas State University. Retrieved from http://hdl.handle.net/2097/39829

Chicago Manual of Style (16th Edition):

Savic, Adrijana. “Developing a prism qualification test to ensure adequate splitting resistance in pretensioned concrete railroad ties.” 2019. Doctoral Dissertation, Kansas State University. Accessed July 09, 2020. http://hdl.handle.net/2097/39829.

MLA Handbook (7th Edition):

Savic, Adrijana. “Developing a prism qualification test to ensure adequate splitting resistance in pretensioned concrete railroad ties.” 2019. Web. 09 Jul 2020.

Vancouver:

Savic A. Developing a prism qualification test to ensure adequate splitting resistance in pretensioned concrete railroad ties. [Internet] [Doctoral dissertation]. Kansas State University; 2019. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/2097/39829.

Council of Science Editors:

Savic A. Developing a prism qualification test to ensure adequate splitting resistance in pretensioned concrete railroad ties. [Doctoral Dissertation]. Kansas State University; 2019. Available from: http://hdl.handle.net/2097/39829


Brigham Young University

2. Hoki, Jeffrey Ryan. Analysis of Selected Factors Affecting Concrete Cover Measurements on Bridge Decks.

Degree: MS, 2011, Brigham Young University

 The objective of this research was to quantify the effects of selected parameters on the accuracy of concrete cover measurements on bridge decks. This research… (more)

Subjects/Keywords: bridge deck; concrete; concrete cover; cover meter; non-destructive testing; rebar; reinforcing steel; Civil and Environmental Engineering

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APA (6th Edition):

Hoki, J. R. (2011). Analysis of Selected Factors Affecting Concrete Cover Measurements on Bridge Decks. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3616&context=etd

Chicago Manual of Style (16th Edition):

Hoki, Jeffrey Ryan. “Analysis of Selected Factors Affecting Concrete Cover Measurements on Bridge Decks.” 2011. Masters Thesis, Brigham Young University. Accessed July 09, 2020. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3616&context=etd.

MLA Handbook (7th Edition):

Hoki, Jeffrey Ryan. “Analysis of Selected Factors Affecting Concrete Cover Measurements on Bridge Decks.” 2011. Web. 09 Jul 2020.

Vancouver:

Hoki JR. Analysis of Selected Factors Affecting Concrete Cover Measurements on Bridge Decks. [Internet] [Masters thesis]. Brigham Young University; 2011. [cited 2020 Jul 09]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3616&context=etd.

Council of Science Editors:

Hoki JR. Analysis of Selected Factors Affecting Concrete Cover Measurements on Bridge Decks. [Masters Thesis]. Brigham Young University; 2011. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3616&context=etd


RMIT University

3. Lau, I. Time-dependent reliability analysis of corrosion-induced concrete cracking based on fracture mechanics criteria.

Degree: 2019, RMIT University

 Practical experience and observations suggest that corrosion affected reinforced concrete structures are more prone to cracking than other forms of structural deterioration. Around the world,… (more)

Subjects/Keywords: Fields of Research; corrosion; concrete cracking; stress intensity factor; time dependent reliability; concrete cover

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APA (6th Edition):

Lau, I. (2019). Time-dependent reliability analysis of corrosion-induced concrete cracking based on fracture mechanics criteria. (Thesis). RMIT University. Retrieved from http://researchbank.rmit.edu.au/view/rmit:162758

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):

Lau, I. “Time-dependent reliability analysis of corrosion-induced concrete cracking based on fracture mechanics criteria.” 2019. Thesis, RMIT University. Accessed July 09, 2020. http://researchbank.rmit.edu.au/view/rmit:162758.

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

MLA Handbook (7th Edition):

Lau, I. “Time-dependent reliability analysis of corrosion-induced concrete cracking based on fracture mechanics criteria.” 2019. Web. 09 Jul 2020.

Vancouver:

Lau I. Time-dependent reliability analysis of corrosion-induced concrete cracking based on fracture mechanics criteria. [Internet] [Thesis]. RMIT University; 2019. [cited 2020 Jul 09]. Available from: http://researchbank.rmit.edu.au/view/rmit:162758.

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

Council of Science Editors:

Lau I. Time-dependent reliability analysis of corrosion-induced concrete cracking based on fracture mechanics criteria. [Thesis]. RMIT University; 2019. Available from: http://researchbank.rmit.edu.au/view/rmit:162758

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


University of Akron

4. Khalid, Nibras Nizar. STRENGTH REDUCTION OF REINFORCED CONCRETE COLUMNS SUBJECTED TO CORROSION RELATED COVER SPALLING.

Degree: PhD, Civil Engineering, 2018, University of Akron

 The performance of deteriorated reinforced concrete columns subjected to eccentric loads had been investigated in this research considering the effects of the concrete cover spalling… (more)

Subjects/Keywords: Civil Engineering; Column, Reinforced Concrete, Corrosion, Cover Spalling, ABAQUS, Deterioration

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APA (6th Edition):

Khalid, N. N. (2018). STRENGTH REDUCTION OF REINFORCED CONCRETE COLUMNS SUBJECTED TO CORROSION RELATED COVER SPALLING. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron152536559529405

Chicago Manual of Style (16th Edition):

Khalid, Nibras Nizar. “STRENGTH REDUCTION OF REINFORCED CONCRETE COLUMNS SUBJECTED TO CORROSION RELATED COVER SPALLING.” 2018. Doctoral Dissertation, University of Akron. Accessed July 09, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=akron152536559529405.

MLA Handbook (7th Edition):

Khalid, Nibras Nizar. “STRENGTH REDUCTION OF REINFORCED CONCRETE COLUMNS SUBJECTED TO CORROSION RELATED COVER SPALLING.” 2018. Web. 09 Jul 2020.

Vancouver:

Khalid NN. STRENGTH REDUCTION OF REINFORCED CONCRETE COLUMNS SUBJECTED TO CORROSION RELATED COVER SPALLING. [Internet] [Doctoral dissertation]. University of Akron; 2018. [cited 2020 Jul 09]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron152536559529405.

Council of Science Editors:

Khalid NN. STRENGTH REDUCTION OF REINFORCED CONCRETE COLUMNS SUBJECTED TO CORROSION RELATED COVER SPALLING. [Doctoral Dissertation]. University of Akron; 2018. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron152536559529405


University of Toronto

5. Fisher, Andrew Walter. Shear Performance of Heavily Reinforced High-strength Concrete Coupling Beams.

Degree: 2016, University of Toronto

High-strength, heavily reinforced concrete coupling beams that have compact designs are critical to the building economics of high-rise structures. There is concern with these heavily… (more)

Subjects/Keywords: Coupling Beams; Reinforced Concrete; Shear; Side Cover Spalling; 0543

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APA (6th Edition):

Fisher, A. W. (2016). Shear Performance of Heavily Reinforced High-strength Concrete Coupling Beams. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/72704

Chicago Manual of Style (16th Edition):

Fisher, Andrew Walter. “Shear Performance of Heavily Reinforced High-strength Concrete Coupling Beams.” 2016. Masters Thesis, University of Toronto. Accessed July 09, 2020. http://hdl.handle.net/1807/72704.

MLA Handbook (7th Edition):

Fisher, Andrew Walter. “Shear Performance of Heavily Reinforced High-strength Concrete Coupling Beams.” 2016. Web. 09 Jul 2020.

Vancouver:

Fisher AW. Shear Performance of Heavily Reinforced High-strength Concrete Coupling Beams. [Internet] [Masters thesis]. University of Toronto; 2016. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/1807/72704.

Council of Science Editors:

Fisher AW. Shear Performance of Heavily Reinforced High-strength Concrete Coupling Beams. [Masters Thesis]. University of Toronto; 2016. Available from: http://hdl.handle.net/1807/72704


Brno University of Technology

6. 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 July 09, 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. 09 Jul 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 Jul 09]. 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

7. Aissoun, Baudouin. Influence des caractéristiques rhéologiques des bétons autoplaçants sur leur durabilité. : Influence of rheological characteristics on durability of Self Consolidating Concrete.

Degree: Docteur es, Génie civil - Cergy, 2015, Cergy-Pontoise; Université de Sherbrooke (Québec, Canada)

De même degré d'importance que les paramètres de formulation, les conditions de consolidation sont des facteurs déterminants pour la durabilité des bétons conventionnels vibrés. Dans… (more)

Subjects/Keywords: Béton autoplaçant; Couche superficielle; Coffrage; Durabilité; Rhéologie; Sorptivité; Concrete cover; Durability; Formwork; Rheology; Self consolidating concrete; Sorptivity

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APA (6th Edition):

Aissoun, B. (2015). Influence des caractéristiques rhéologiques des bétons autoplaçants sur leur durabilité. : Influence of rheological characteristics on durability of Self Consolidating Concrete. (Doctoral Dissertation). Cergy-Pontoise; Université de Sherbrooke (Québec, Canada). Retrieved from http://www.theses.fr/2015CERG0807

Chicago Manual of Style (16th Edition):

Aissoun, Baudouin. “Influence des caractéristiques rhéologiques des bétons autoplaçants sur leur durabilité. : Influence of rheological characteristics on durability of Self Consolidating Concrete.” 2015. Doctoral Dissertation, Cergy-Pontoise; Université de Sherbrooke (Québec, Canada). Accessed July 09, 2020. http://www.theses.fr/2015CERG0807.

MLA Handbook (7th Edition):

Aissoun, Baudouin. “Influence des caractéristiques rhéologiques des bétons autoplaçants sur leur durabilité. : Influence of rheological characteristics on durability of Self Consolidating Concrete.” 2015. Web. 09 Jul 2020.

Vancouver:

Aissoun B. Influence des caractéristiques rhéologiques des bétons autoplaçants sur leur durabilité. : Influence of rheological characteristics on durability of Self Consolidating Concrete. [Internet] [Doctoral dissertation]. Cergy-Pontoise; Université de Sherbrooke (Québec, Canada); 2015. [cited 2020 Jul 09]. Available from: http://www.theses.fr/2015CERG0807.

Council of Science Editors:

Aissoun B. Influence des caractéristiques rhéologiques des bétons autoplaçants sur leur durabilité. : Influence of rheological characteristics on durability of Self Consolidating Concrete. [Doctoral Dissertation]. Cergy-Pontoise; Université de Sherbrooke (Québec, Canada); 2015. Available from: http://www.theses.fr/2015CERG0807


Université de Sherbrooke

8. Aïssoun, Baudouin Maïco. Influence des caractéristiques rhéologiques des bétons autoplaçants sur leur durabilité.

Degree: 2015, Université de Sherbrooke

 Abstract : Consolidation conditions are determining factors for the sustainability of conventional vibrated concrete as like as formulation parameters. In the case of self-consolidating concrete(more)

Subjects/Keywords: Bétons autoplaçants; Couche superficielle; Coffrage; Durabilité; Pores capillaires; Rhéologie; Sorptivité; Capillary pores; Concrete cover; Durability; Formwork; Rheology; Self-consolidating concrete; Sorptivity

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APA (6th Edition):

Aïssoun, B. M. (2015). Influence des caractéristiques rhéologiques des bétons autoplaçants sur leur durabilité. (Doctoral Dissertation). Université de Sherbrooke. Retrieved from http://hdl.handle.net/11143/7535

Chicago Manual of Style (16th Edition):

Aïssoun, Baudouin Maïco. “Influence des caractéristiques rhéologiques des bétons autoplaçants sur leur durabilité.” 2015. Doctoral Dissertation, Université de Sherbrooke. Accessed July 09, 2020. http://hdl.handle.net/11143/7535.

MLA Handbook (7th Edition):

Aïssoun, Baudouin Maïco. “Influence des caractéristiques rhéologiques des bétons autoplaçants sur leur durabilité.” 2015. Web. 09 Jul 2020.

Vancouver:

Aïssoun BM. Influence des caractéristiques rhéologiques des bétons autoplaçants sur leur durabilité. [Internet] [Doctoral dissertation]. Université de Sherbrooke; 2015. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/11143/7535.

Council of Science Editors:

Aïssoun BM. Influence des caractéristiques rhéologiques des bétons autoplaçants sur leur durabilité. [Doctoral Dissertation]. Université de Sherbrooke; 2015. Available from: http://hdl.handle.net/11143/7535


Iowa State University

9. Cui, Zhen. Lifetime performance prediction of reinforced concrete structures in multi-threat areas.

Degree: 2016, Iowa State University

 Reinforced concrete (RC) structures are usually subjected to various natural hazards and environmental stressors during their lifetime. Over the time, structures are continuously aging and… (more)

Subjects/Keywords: corrosion; cover cracking; finite element modeling; multi-threat; reinforced concrete; seismic performance; Civil Engineering

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APA (6th Edition):

Cui, Z. (2016). Lifetime performance prediction of reinforced concrete structures in multi-threat areas. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/15285

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):

Cui, Zhen. “Lifetime performance prediction of reinforced concrete structures in multi-threat areas.” 2016. Thesis, Iowa State University. Accessed July 09, 2020. https://lib.dr.iastate.edu/etd/15285.

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

MLA Handbook (7th Edition):

Cui, Zhen. “Lifetime performance prediction of reinforced concrete structures in multi-threat areas.” 2016. Web. 09 Jul 2020.

Vancouver:

Cui Z. Lifetime performance prediction of reinforced concrete structures in multi-threat areas. [Internet] [Thesis]. Iowa State University; 2016. [cited 2020 Jul 09]. Available from: https://lib.dr.iastate.edu/etd/15285.

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

Council of Science Editors:

Cui Z. Lifetime performance prediction of reinforced concrete structures in multi-threat areas. [Thesis]. Iowa State University; 2016. Available from: https://lib.dr.iastate.edu/etd/15285

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


Delft University of Technology

10. Nirmalsingh, R.S.J.L. (author). FEM analysis of the cracking behavior of a beam subjected to bending: A discrete crack width calculation using DIANA.

Degree: 2016, Delft University of Technology

During the calculation for the crack width control in reinforced elements subjected to bending as stated in the NEN-EN 1992-1-1 (Eurocode 2) the engineers at… (more)

Subjects/Keywords: reinforced elements; bending; crack width control; cracking behavior; regulations; concrete cover; crack spacing; limitation

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APA (6th Edition):

Nirmalsingh, R. S. J. L. (. (2016). FEM analysis of the cracking behavior of a beam subjected to bending: A discrete crack width calculation using DIANA. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:486af3c2-c4f8-405a-9b50-db83b80ea8bc

Chicago Manual of Style (16th Edition):

Nirmalsingh, R S J L (author). “FEM analysis of the cracking behavior of a beam subjected to bending: A discrete crack width calculation using DIANA.” 2016. Masters Thesis, Delft University of Technology. Accessed July 09, 2020. http://resolver.tudelft.nl/uuid:486af3c2-c4f8-405a-9b50-db83b80ea8bc.

MLA Handbook (7th Edition):

Nirmalsingh, R S J L (author). “FEM analysis of the cracking behavior of a beam subjected to bending: A discrete crack width calculation using DIANA.” 2016. Web. 09 Jul 2020.

Vancouver:

Nirmalsingh RSJL(. FEM analysis of the cracking behavior of a beam subjected to bending: A discrete crack width calculation using DIANA. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2020 Jul 09]. Available from: http://resolver.tudelft.nl/uuid:486af3c2-c4f8-405a-9b50-db83b80ea8bc.

Council of Science Editors:

Nirmalsingh RSJL(. FEM analysis of the cracking behavior of a beam subjected to bending: A discrete crack width calculation using DIANA. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:486af3c2-c4f8-405a-9b50-db83b80ea8bc


SUNY College at Brockport

11. Figliole, Daniel M. Evidence-based practices for teaching mathematics to students with disabilities.

Degree: MSEd, Education and Human Development, 2013, SUNY College at Brockport

  This research study examines the effectiveness of three evidence-based strategies on students with disabilities. The participants include five students in a self-contained special education… (more)

Subjects/Keywords: evidence-based practices; concrete-representational-abstract; copy; cover; compare; Education; Other Mathematics

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APA (6th Edition):

Figliole, D. M. (2013). Evidence-based practices for teaching mathematics to students with disabilities. (Thesis). SUNY College at Brockport. Retrieved from https://digitalcommons.brockport.edu/ehd_theses/199

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):

Figliole, Daniel M. “Evidence-based practices for teaching mathematics to students with disabilities.” 2013. Thesis, SUNY College at Brockport. Accessed July 09, 2020. https://digitalcommons.brockport.edu/ehd_theses/199.

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

MLA Handbook (7th Edition):

Figliole, Daniel M. “Evidence-based practices for teaching mathematics to students with disabilities.” 2013. Web. 09 Jul 2020.

Vancouver:

Figliole DM. Evidence-based practices for teaching mathematics to students with disabilities. [Internet] [Thesis]. SUNY College at Brockport; 2013. [cited 2020 Jul 09]. Available from: https://digitalcommons.brockport.edu/ehd_theses/199.

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

Council of Science Editors:

Figliole DM. Evidence-based practices for teaching mathematics to students with disabilities. [Thesis]. SUNY College at Brockport; 2013. Available from: https://digitalcommons.brockport.edu/ehd_theses/199

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

12. Silva, Valdirene Maria. Ação da carbonatação em vigas de concreto armado em serviço, construídas em escala natural e reduzida.

Degree: PhD, Estruturas, 2007, University of São Paulo

Este trabalho apresenta uma análise do comportamento da frente de carbonatação em vigas de concreto armado sob tensão, em escala natural e reduzida, com a… (more)

Subjects/Keywords: Carbonatação; Carbonation; Cobrimento; Concretes; Concreto de alto desempenho; Concretos; Cover; Crack; Durabilidade; Durability; Fissura; High performance concrete

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APA (6th Edition):

Silva, V. M. (2007). Ação da carbonatação em vigas de concreto armado em serviço, construídas em escala natural e reduzida. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-19032007-100952/ ;

Chicago Manual of Style (16th Edition):

Silva, Valdirene Maria. “Ação da carbonatação em vigas de concreto armado em serviço, construídas em escala natural e reduzida.” 2007. Doctoral Dissertation, University of São Paulo. Accessed July 09, 2020. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-19032007-100952/ ;.

MLA Handbook (7th Edition):

Silva, Valdirene Maria. “Ação da carbonatação em vigas de concreto armado em serviço, construídas em escala natural e reduzida.” 2007. Web. 09 Jul 2020.

Vancouver:

Silva VM. Ação da carbonatação em vigas de concreto armado em serviço, construídas em escala natural e reduzida. [Internet] [Doctoral dissertation]. University of São Paulo; 2007. [cited 2020 Jul 09]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-19032007-100952/ ;.

Council of Science Editors:

Silva VM. Ação da carbonatação em vigas de concreto armado em serviço, construídas em escala natural e reduzida. [Doctoral Dissertation]. University of São Paulo; 2007. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-19032007-100952/ ;


Virginia Tech

13. Kyle, Nathan Lawrence. Subsidence Cracking of Concrete Over Steel Reinforcement Bar in Bridge Decks.

Degree: MS, Civil Engineering, 2001, Virginia Tech

 It is known that subsidence cracking may cause premature deterioration of concrete slab structures in salt laden environments. Chlorides from either deicing salts or marine… (more)

Subjects/Keywords: epoxy coated; concrete clear cover; cracking; settlement; Subsidence

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APA (6th Edition):

Kyle, N. L. (2001). Subsidence Cracking of Concrete Over Steel Reinforcement Bar in Bridge Decks. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33129

Chicago Manual of Style (16th Edition):

Kyle, Nathan Lawrence. “Subsidence Cracking of Concrete Over Steel Reinforcement Bar in Bridge Decks.” 2001. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/33129.

MLA Handbook (7th Edition):

Kyle, Nathan Lawrence. “Subsidence Cracking of Concrete Over Steel Reinforcement Bar in Bridge Decks.” 2001. Web. 09 Jul 2020.

Vancouver:

Kyle NL. Subsidence Cracking of Concrete Over Steel Reinforcement Bar in Bridge Decks. [Internet] [Masters thesis]. Virginia Tech; 2001. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/33129.

Council of Science Editors:

Kyle NL. Subsidence Cracking of Concrete Over Steel Reinforcement Bar in Bridge Decks. [Masters Thesis]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/33129


University of Kentucky

14. Jawdhari, Akram Rasheed. BEHAVIOR OF RC BEAMS STRENGTHENED IN FLEXURE WITH SPLICED CFRP ROD PANELS.

Degree: 2016, University of Kentucky

 FRP laminates and fabrics, used as an externally bonded reinforcement (EBR) to strengthen or repair concrete members, have proven to be an economical retrofitting method.… (more)

Subjects/Keywords: Spliced CFRP rod panels (CRPs); RC beam; double-lap shear; 3D F.E models; CZM debonding models; concrete cover separation.; Structural Engineering

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APA (6th Edition):

Jawdhari, A. R. (2016). BEHAVIOR OF RC BEAMS STRENGTHENED IN FLEXURE WITH SPLICED CFRP ROD PANELS. (Doctoral Dissertation). University of Kentucky. Retrieved from https://uknowledge.uky.edu/ce_etds/37

Chicago Manual of Style (16th Edition):

Jawdhari, Akram Rasheed. “BEHAVIOR OF RC BEAMS STRENGTHENED IN FLEXURE WITH SPLICED CFRP ROD PANELS.” 2016. Doctoral Dissertation, University of Kentucky. Accessed July 09, 2020. https://uknowledge.uky.edu/ce_etds/37.

MLA Handbook (7th Edition):

Jawdhari, Akram Rasheed. “BEHAVIOR OF RC BEAMS STRENGTHENED IN FLEXURE WITH SPLICED CFRP ROD PANELS.” 2016. Web. 09 Jul 2020.

Vancouver:

Jawdhari AR. BEHAVIOR OF RC BEAMS STRENGTHENED IN FLEXURE WITH SPLICED CFRP ROD PANELS. [Internet] [Doctoral dissertation]. University of Kentucky; 2016. [cited 2020 Jul 09]. Available from: https://uknowledge.uky.edu/ce_etds/37.

Council of Science Editors:

Jawdhari AR. BEHAVIOR OF RC BEAMS STRENGTHENED IN FLEXURE WITH SPLICED CFRP ROD PANELS. [Doctoral Dissertation]. University of Kentucky; 2016. Available from: https://uknowledge.uky.edu/ce_etds/37


KTH

15. Verdugo, Esteban. Analys av skador i virkestorkar : En undersökning av betong i virkestorkar.

Degree: Civil and Architectural Engineering, 2014, KTH

Numera sker all industriell torkning av virke i sågverken i virkestorkar, som värms upp och därmed torkar virket till den optimala slutfuktkvot som tillönskas.… (more)

Subjects/Keywords: Kiln; concrete kiln; neutralization depth; concrete cover; acid attack; carbonation; waterproofing; thin sections; core samples; virkestork; betongtork; neutraliseringsdjup; täckande betongskikt; syraangrepp; karbonatisering; tätskikt; tunnslip; borrkärnor

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APA (6th Edition):

Verdugo, E. (2014). Analys av skador i virkestorkar : En undersökning av betong i virkestorkar. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-174898

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):

Verdugo, Esteban. “Analys av skador i virkestorkar : En undersökning av betong i virkestorkar.” 2014. Thesis, KTH. Accessed July 09, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-174898.

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

MLA Handbook (7th Edition):

Verdugo, Esteban. “Analys av skador i virkestorkar : En undersökning av betong i virkestorkar.” 2014. Web. 09 Jul 2020.

Vancouver:

Verdugo E. Analys av skador i virkestorkar : En undersökning av betong i virkestorkar. [Internet] [Thesis]. KTH; 2014. [cited 2020 Jul 09]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-174898.

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

Council of Science Editors:

Verdugo E. Analys av skador i virkestorkar : En undersökning av betong i virkestorkar. [Thesis]. KTH; 2014. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-174898

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


Brno University of Technology

16. Fusek, Aleš. Lokalizace výztuže v prvcích železobetonové konstrukce: Localization of reinforcement in elements of reinforced concrete structure.

Degree: 2019, Brno University of Technology

 This bachelor thesis deals with the search for non-destructive methods of reinforcement in concrete structures using electromagnetic indicators. The theoretical part describes the methods of… (more)

Subjects/Keywords: beton; železobeton; hala; diagnostika; výztuž; elektromagnetický indikátor; nedestruktivní testování; krytí; concrete; reinforced concrete; hall; diagnostics; reinforcement; electromagnetic rebar detector; non-destructive testing; cover

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APA (6th Edition):

Fusek, A. (2019). Lokalizace výztuže v prvcích železobetonové konstrukce: Localization of reinforcement in elements of reinforced concrete structure. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/84510

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):

Fusek, Aleš. “Lokalizace výztuže v prvcích železobetonové konstrukce: Localization of reinforcement in elements of reinforced concrete structure.” 2019. Thesis, Brno University of Technology. Accessed July 09, 2020. http://hdl.handle.net/11012/84510.

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

MLA Handbook (7th Edition):

Fusek, Aleš. “Lokalizace výztuže v prvcích železobetonové konstrukce: Localization of reinforcement in elements of reinforced concrete structure.” 2019. Web. 09 Jul 2020.

Vancouver:

Fusek A. Lokalizace výztuže v prvcích železobetonové konstrukce: Localization of reinforcement in elements of reinforced concrete structure. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/11012/84510.

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

Council of Science Editors:

Fusek A. Lokalizace výztuže v prvcích železobetonové konstrukce: Localization of reinforcement in elements of reinforced concrete structure. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/84510

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


Brno University of Technology

17. Nádvorník, Ondřej. Návrh mostní konstrukce na rychlostní komunikaci: Design of the speed-way bridge structure.

Degree: 2018, Brno University of Technology

 This Master's thesis deals with the detailed design of the supporting structure of the bridge with two sections, with the rise in the direction of… (more)

Subjects/Keywords: Spojitý nosník; náběh; most; pilíř; základový práh; skupina pilot; beton; ocel; předpjatý beton; ztráta předpětí; příhradová analogie; krytí výztuže; smyk; kroucení; ohyb.; Continuous beam; ramp; bridge; pillar; base threshold; the group piles; concrete; steel; prestressed concrete; prestressing loss; truss analogy; concrete cover; shear; torsion; bending.

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APA (6th Edition):

Nádvorník, O. (2018). Návrh mostní konstrukce na rychlostní komunikaci: Design of the speed-way bridge structure. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/29538

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):

Nádvorník, Ondřej. “Návrh mostní konstrukce na rychlostní komunikaci: Design of the speed-way bridge structure.” 2018. Thesis, Brno University of Technology. Accessed July 09, 2020. http://hdl.handle.net/11012/29538.

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

MLA Handbook (7th Edition):

Nádvorník, Ondřej. “Návrh mostní konstrukce na rychlostní komunikaci: Design of the speed-way bridge structure.” 2018. Web. 09 Jul 2020.

Vancouver:

Nádvorník O. Návrh mostní konstrukce na rychlostní komunikaci: Design of the speed-way bridge structure. [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/11012/29538.

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

Council of Science Editors:

Nádvorník O. Návrh mostní konstrukce na rychlostní komunikaci: Design of the speed-way bridge structure. [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/29538

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

18. Bajaj, Srikanth. Effect of Corrosion on Physical and Mechanical Properties of Reinforced Concrete.

Degree: MSin Engineering, Civil Engineering, 2012, University of Akron

 Corrosion of reinforced concrete (RC) is a major factor contributing to deterioration of structures, and billions of dollars are spent every year on the repairs… (more)

Subjects/Keywords: Civil Engineering; reinforcement corrosion; bond strength; concrete cover crack

…3.2.4.3 Final Concrete Cover Cracking ........................................43 3.2.5 3.2.6… …become porous, resulting in cracking and spalling of the concrete cover. Rust on the bar can be… …the reinforcing steel causes tensile forces on the concrete cover, which results in cracking… …and spalling of concrete cover. 10 2.2.2 Pitting Corrosion Pitting is a form of localized… …concrete cover – provides a large barrier against aggressive environment  Corrosion inhibitors… 

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APA (6th Edition):

Bajaj, S. (2012). Effect of Corrosion on Physical and Mechanical Properties of Reinforced Concrete. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1353961865

Chicago Manual of Style (16th Edition):

Bajaj, Srikanth. “Effect of Corrosion on Physical and Mechanical Properties of Reinforced Concrete.” 2012. Masters Thesis, University of Akron. Accessed July 09, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=akron1353961865.

MLA Handbook (7th Edition):

Bajaj, Srikanth. “Effect of Corrosion on Physical and Mechanical Properties of Reinforced Concrete.” 2012. Web. 09 Jul 2020.

Vancouver:

Bajaj S. Effect of Corrosion on Physical and Mechanical Properties of Reinforced Concrete. [Internet] [Masters thesis]. University of Akron; 2012. [cited 2020 Jul 09]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1353961865.

Council of Science Editors:

Bajaj S. Effect of Corrosion on Physical and Mechanical Properties of Reinforced Concrete. [Masters Thesis]. University of Akron; 2012. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1353961865

19. Tsiotsias, Konstantinos. Bond Strength of Ultra-High-Performance Concrete Under Direct Tension Pullout.

Degree: MASc - Master of Applied Science, Civil Engineering, 2019, York University

 Bond occurs at the interface between the reinforcing bars and the cover concrete and enables force transfer between the two media. Thirteen specimens comprising four… (more)

Subjects/Keywords: Computer engineering; Bond; Uhpc; Ecc; Fiber-reinforced concrete; Finite element method; Direct tension pullout; Embedment length; Cover thickness; Steel fibers; Synthetic fibers; Bond link; 3D interface

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APA (6th Edition):

Tsiotsias, K. (2019). Bond Strength of Ultra-High-Performance Concrete Under Direct Tension Pullout. (Masters Thesis). York University. Retrieved from http://hdl.handle.net/10315/36300

Chicago Manual of Style (16th Edition):

Tsiotsias, Konstantinos. “Bond Strength of Ultra-High-Performance Concrete Under Direct Tension Pullout.” 2019. Masters Thesis, York University. Accessed July 09, 2020. http://hdl.handle.net/10315/36300.

MLA Handbook (7th Edition):

Tsiotsias, Konstantinos. “Bond Strength of Ultra-High-Performance Concrete Under Direct Tension Pullout.” 2019. Web. 09 Jul 2020.

Vancouver:

Tsiotsias K. Bond Strength of Ultra-High-Performance Concrete Under Direct Tension Pullout. [Internet] [Masters thesis]. York University; 2019. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10315/36300.

Council of Science Editors:

Tsiotsias K. Bond Strength of Ultra-High-Performance Concrete Under Direct Tension Pullout. [Masters Thesis]. York University; 2019. Available from: http://hdl.handle.net/10315/36300


Brno University of Technology

20. Šnýdl, David. Rodinný dům ve svahu: Familly house in slope.

Degree: 2020, Brno University of Technology

 The aim of my thesis was to create a detached house on the slope with ideal disposition for all family. Double floor family house with… (more)

Subjects/Keywords: Keramické zdivo; novostavba; rodinný dum ve svahu; s garáží; zateplovací system ETICS; plochá strecha; Ceramic bricks; concrete shutter; new builing; family house in slope; garage; isolation cover; flat roof

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APA (6th Edition):

Šnýdl, D. (2020). Rodinný dům ve svahu: Familly house in slope. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/42544

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):

Šnýdl, David. “Rodinný dům ve svahu: Familly house in slope.” 2020. Thesis, Brno University of Technology. Accessed July 09, 2020. http://hdl.handle.net/11012/42544.

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

MLA Handbook (7th Edition):

Šnýdl, David. “Rodinný dům ve svahu: Familly house in slope.” 2020. Web. 09 Jul 2020.

Vancouver:

Šnýdl D. Rodinný dům ve svahu: Familly house in slope. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/11012/42544.

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

Council of Science Editors:

Šnýdl D. Rodinný dům ve svahu: Familly house in slope. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/42544

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


Brno University of Technology

21. Klec, Martin. Analýza nákladů inženýrských staveb: Cost analysis of engineering structures.

Degree: 2020, Brno University of Technology

 The thesis titled "Cost analysis of engineering structures" presents a comparison of the life cycle costs of linear structures with an asphalt surface against the… (more)

Subjects/Keywords: Cena; náklady; životní cyklus stavby; životnost; náklady životního cyklu; betonový kryt; asfaltový kryt; výstavba; údržba; opravy; podkladní vrstvy komunikací.; Price; costs; life cycle of a construction; service life; life cycle costs; concrete cover; asphalt cover; construction; maintenance; repairs; underlayers of roads.

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APA (6th Edition):

Klec, M. (2020). Analýza nákladů inženýrských staveb: Cost analysis of engineering structures. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/64800

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):

Klec, Martin. “Analýza nákladů inženýrských staveb: Cost analysis of engineering structures.” 2020. Thesis, Brno University of Technology. Accessed July 09, 2020. http://hdl.handle.net/11012/64800.

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

MLA Handbook (7th Edition):

Klec, Martin. “Analýza nákladů inženýrských staveb: Cost analysis of engineering structures.” 2020. Web. 09 Jul 2020.

Vancouver:

Klec M. Analýza nákladů inženýrských staveb: Cost analysis of engineering structures. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/11012/64800.

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

Council of Science Editors:

Klec M. Analýza nákladů inženýrských staveb: Cost analysis of engineering structures. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/64800

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


Brigham Young University

22. Pinkerton, Thad Marshall. Sensitivity of Half-Cell Potential Measurements to Properties of Concrete Bridge Decks.

Degree: MS, 2007, Brigham Young University

 Half-cell potential testing has been recommended as a non-destructive method for assessing the corrosion potential of reinforcing steel in concrete bridge decks. The technique is… (more)

Subjects/Keywords: age; black bar; chloride concentration; concrete; concrete bridge decks; concrete cover thickness; corrosion; epoxy-coated; half-cell; position; reinforcement; temperature; treatment; Civil and Environmental Engineering

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APA (6th Edition):

Pinkerton, T. M. (2007). Sensitivity of Half-Cell Potential Measurements to Properties of Concrete Bridge Decks. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2257&context=etd

Chicago Manual of Style (16th Edition):

Pinkerton, Thad Marshall. “Sensitivity of Half-Cell Potential Measurements to Properties of Concrete Bridge Decks.” 2007. Masters Thesis, Brigham Young University. Accessed July 09, 2020. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2257&context=etd.

MLA Handbook (7th Edition):

Pinkerton, Thad Marshall. “Sensitivity of Half-Cell Potential Measurements to Properties of Concrete Bridge Decks.” 2007. Web. 09 Jul 2020.

Vancouver:

Pinkerton TM. Sensitivity of Half-Cell Potential Measurements to Properties of Concrete Bridge Decks. [Internet] [Masters thesis]. Brigham Young University; 2007. [cited 2020 Jul 09]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2257&context=etd.

Council of Science Editors:

Pinkerton TM. Sensitivity of Half-Cell Potential Measurements to Properties of Concrete Bridge Decks. [Masters Thesis]. Brigham Young University; 2007. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2257&context=etd

23. Vejvara Luděk. Rekonstrukce průmyslových staveb - vliv karbonatace betonu na životnost konstrukce .

Degree: 2013, Czech University of Technology

 Karbonatace betonu je důležitý chemický a fyzikální jev, který zasahuje veškeré nosné železobetonové konstrukce staveb. Základní podstatou celého tohoto jevu je to, že v betonu… (more)

Subjects/Keywords: Karbonatace betonu; beton; výztuž; prostředí; oxid uhličitý; karbonát; etapy karbonatace; alkalita betonu; hloubka karbonatace; koroze výztuže; výpočet hloubky karbonatace; zkoušky karbonatace; fenolftalein; vlhkost prostředí; pórovitost betonu; permeabilita betonu; pevnost betonu v tlaku; třída betonu; krytí výztuže; norma; eurokód; nosnost konstrukce; rtuťová porozimetre; průmyslové stavby.Carbonatarion of concrete; concrete; reinforcement; environment; carbon dioxide; carbonate; stages of carbonation; the alkalinity of concrete; carbonation depth; corrosion; calculation of the depth of carbonation; carbonation tests; humidity; porosity of concrete; the permeability of concrete; compressive strength of concrete; concrete class; concrete cover; standard; eurocode; capacity design; mercury porozimetre; industrial buildings

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APA (6th Edition):

Luděk, V. (2013). Rekonstrukce průmyslových staveb - vliv karbonatace betonu na životnost konstrukce . (Thesis). Czech University of Technology. Retrieved from http://hdl.handle.net/10467/14022

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):

Luděk, Vejvara. “Rekonstrukce průmyslových staveb - vliv karbonatace betonu na životnost konstrukce .” 2013. Thesis, Czech University of Technology. Accessed July 09, 2020. http://hdl.handle.net/10467/14022.

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

MLA Handbook (7th Edition):

Luděk, Vejvara. “Rekonstrukce průmyslových staveb - vliv karbonatace betonu na životnost konstrukce .” 2013. Web. 09 Jul 2020.

Vancouver:

Luděk V. Rekonstrukce průmyslových staveb - vliv karbonatace betonu na životnost konstrukce . [Internet] [Thesis]. Czech University of Technology; 2013. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10467/14022.

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

Council of Science Editors:

Luděk V. Rekonstrukce průmyslových staveb - vliv karbonatace betonu na životnost konstrukce . [Thesis]. Czech University of Technology; 2013. Available from: http://hdl.handle.net/10467/14022

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

24. Saikali, Elisabeth Rita. Bond Behaviour of Steel Reinforcing Bars Embedded in Ultra-High-Performance Steel Fiber Reinforced Concrete.

Degree: MASc - Master of Applied Science, Civil Engineering, 2019, York University

 Ultra-High-Performance Steel Fiber Reinforced Concrete (UHP-SFRC) is an emerging concrete considered as an optimal, durable material that can substitute conventional concrete owing to its distinct… (more)

Subjects/Keywords: Civil engineering; Bond strength; Ultra-High-Performance Steel Fiber Reinforced Concrete (UHPSFRC); Concrete cover; Embedment length; Fout-point-bending test; Nonlinear finite element analysis; Flowability; Flexural strength; Tensile strength; Development length; Anchored beams; Pullout-splitting; Cone; Yielding; High confinement; Tensile hoop stresses; Design mix; Bar-spli; Mid-span deflection; Numerical model

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

APA (6th Edition):

Saikali, E. R. (2019). Bond Behaviour of Steel Reinforcing Bars Embedded in Ultra-High-Performance Steel Fiber Reinforced Concrete. (Masters Thesis). York University. Retrieved from http://hdl.handle.net/10315/36270

Chicago Manual of Style (16th Edition):

Saikali, Elisabeth Rita. “Bond Behaviour of Steel Reinforcing Bars Embedded in Ultra-High-Performance Steel Fiber Reinforced Concrete.” 2019. Masters Thesis, York University. Accessed July 09, 2020. http://hdl.handle.net/10315/36270.

MLA Handbook (7th Edition):

Saikali, Elisabeth Rita. “Bond Behaviour of Steel Reinforcing Bars Embedded in Ultra-High-Performance Steel Fiber Reinforced Concrete.” 2019. Web. 09 Jul 2020.

Vancouver:

Saikali ER. Bond Behaviour of Steel Reinforcing Bars Embedded in Ultra-High-Performance Steel Fiber Reinforced Concrete. [Internet] [Masters thesis]. York University; 2019. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10315/36270.

Council of Science Editors:

Saikali ER. Bond Behaviour of Steel Reinforcing Bars Embedded in Ultra-High-Performance Steel Fiber Reinforced Concrete. [Masters Thesis]. York University; 2019. Available from: http://hdl.handle.net/10315/36270

25. Radfar, Sahar. Modélisation d'éléments de structure en béton armé renforcés par collage de PRF : application à la rupture de type peeling-off : Modeling of reinforced concrete structural members strengthened with FRP plates : study of the peeling-off failure mode.

Degree: Docteur es, Structures et Matériaux, 2013, Université Paris-Est

Le renforcement de structures ou d'éléments de structure par collage de plats PRF (polymères renforcés de fibres) est une technique actuellement reconnue et utilisée dans… (more)

Subjects/Keywords: Renforcement par collage de PRF; Poutres béton armé; Modélisation de rupture par peeling-off; Barrières de sécurité; Etude expérimentale; Analyse éléments finis; Strengthening with FRP plates; RC beams; Concrete cover separation; peeling-off; Safety barriers; Experimental investigations; Finite element analysis

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APA (6th Edition):

Radfar, S. (2013). Modélisation d'éléments de structure en béton armé renforcés par collage de PRF : application à la rupture de type peeling-off : Modeling of reinforced concrete structural members strengthened with FRP plates : study of the peeling-off failure mode. (Doctoral Dissertation). Université Paris-Est. Retrieved from http://www.theses.fr/2013PEST1181

Chicago Manual of Style (16th Edition):

Radfar, Sahar. “Modélisation d'éléments de structure en béton armé renforcés par collage de PRF : application à la rupture de type peeling-off : Modeling of reinforced concrete structural members strengthened with FRP plates : study of the peeling-off failure mode.” 2013. Doctoral Dissertation, Université Paris-Est. Accessed July 09, 2020. http://www.theses.fr/2013PEST1181.

MLA Handbook (7th Edition):

Radfar, Sahar. “Modélisation d'éléments de structure en béton armé renforcés par collage de PRF : application à la rupture de type peeling-off : Modeling of reinforced concrete structural members strengthened with FRP plates : study of the peeling-off failure mode.” 2013. Web. 09 Jul 2020.

Vancouver:

Radfar S. Modélisation d'éléments de structure en béton armé renforcés par collage de PRF : application à la rupture de type peeling-off : Modeling of reinforced concrete structural members strengthened with FRP plates : study of the peeling-off failure mode. [Internet] [Doctoral dissertation]. Université Paris-Est; 2013. [cited 2020 Jul 09]. Available from: http://www.theses.fr/2013PEST1181.

Council of Science Editors:

Radfar S. Modélisation d'éléments de structure en béton armé renforcés par collage de PRF : application à la rupture de type peeling-off : Modeling of reinforced concrete structural members strengthened with FRP plates : study of the peeling-off failure mode. [Doctoral Dissertation]. Université Paris-Est; 2013. Available from: http://www.theses.fr/2013PEST1181


Brigham Young University

26. White, Ellen T. Development of an Index for Concrete Bridge Deck Management in Utah.

Degree: MS, 2006, Brigham Young University

 The purpose of this research was to develop a new index for concrete bridge deck management in Utah. Data were collected in the summer of… (more)

Subjects/Keywords: bridge inspection; bridge management; chloridie concentration; concrete bridge deck; cover thickness; half-cell potential; sounding; visual inspection; Civil and Environmental Engineering

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

APA (6th Edition):

White, E. T. (2006). Development of an Index for Concrete Bridge Deck Management in Utah. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1492&context=etd

Chicago Manual of Style (16th Edition):

White, Ellen T. “Development of an Index for Concrete Bridge Deck Management in Utah.” 2006. Masters Thesis, Brigham Young University. Accessed July 09, 2020. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1492&context=etd.

MLA Handbook (7th Edition):

White, Ellen T. “Development of an Index for Concrete Bridge Deck Management in Utah.” 2006. Web. 09 Jul 2020.

Vancouver:

White ET. Development of an Index for Concrete Bridge Deck Management in Utah. [Internet] [Masters thesis]. Brigham Young University; 2006. [cited 2020 Jul 09]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1492&context=etd.

Council of Science Editors:

White ET. Development of an Index for Concrete Bridge Deck Management in Utah. [Masters Thesis]. Brigham Young University; 2006. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1492&context=etd

27. Mohammadi Hosinieh, Milad. Behaviour of High Performance Fibre Reinforced Concrete Columns under Axial Loading .

Degree: 2014, University of Ottawa

 When compared to traditional concrete, steel fibre reinforced concrete (SFRC) shows several enhancements in performance, including improved tensile resistance, toughness and ductility. One potential application… (more)

Subjects/Keywords: SCC; SFRC; Fibers; Columns; Rectangular; Axial; Confinement; Cover Spalling; Bar Buckling; UHPFRC; Ultra High Performance Concrete

…fibres = Stress of the cover concrete in SFRC columns = Stress in unconfined SFRC = Yield… …load – strain curves = Normalized cover concrete load = Load in longitudinal steel = Load at… …6.3.2 Models for Unconfined Steel Fibre Reinforced Concrete… …180 6.3.3 Models for Plain Confined Concrete… …186 6.3.6 Accounting for Cover Spalling… 

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

APA (6th Edition):

Mohammadi Hosinieh, M. (2014). Behaviour of High Performance Fibre Reinforced Concrete Columns under Axial Loading . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/30726

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):

Mohammadi Hosinieh, Milad. “Behaviour of High Performance Fibre Reinforced Concrete Columns under Axial Loading .” 2014. Thesis, University of Ottawa. Accessed July 09, 2020. http://hdl.handle.net/10393/30726.

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

MLA Handbook (7th Edition):

Mohammadi Hosinieh, Milad. “Behaviour of High Performance Fibre Reinforced Concrete Columns under Axial Loading .” 2014. Web. 09 Jul 2020.

Vancouver:

Mohammadi Hosinieh M. Behaviour of High Performance Fibre Reinforced Concrete Columns under Axial Loading . [Internet] [Thesis]. University of Ottawa; 2014. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10393/30726.

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

Council of Science Editors:

Mohammadi Hosinieh M. Behaviour of High Performance Fibre Reinforced Concrete Columns under Axial Loading . [Thesis]. University of Ottawa; 2014. Available from: http://hdl.handle.net/10393/30726

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

28. Vu, Quang Anh. Evaluation du béton d'enrobage par acoustique non linéaire et ondes de surface : Concrete cover evaluation using nonlinear acoustic and surface waves.

Degree: Docteur es, Mécanique des Solides, 2016, Aix Marseille Université

Cette thèse s’inscrit dans le contexte des contrôles non destructifs du béton par ultrasons. Nous focalisons notre étude sur les mesures en acoustique non linéaire… (more)

Subjects/Keywords: Contrôles non destructifs; Béton d’enrobage; Ondes de Rayleigh; Acoustique non linéaire; Dynamic Acousto-Elastic Testing; Endommagement thermique; Carbonatation; Vibration transitoire; Nondestructive testing; Concrete cover; Rayleigh waves; Nonlinear acoustic; Dynamic Acousto-Elastic Testing; Thermal damage; Carbonation; Transient vibration

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

APA (6th Edition):

Vu, Q. A. (2016). Evaluation du béton d'enrobage par acoustique non linéaire et ondes de surface : Concrete cover evaluation using nonlinear acoustic and surface waves. (Doctoral Dissertation). Aix Marseille Université. Retrieved from http://www.theses.fr/2016AIXM4712

Chicago Manual of Style (16th Edition):

Vu, Quang Anh. “Evaluation du béton d'enrobage par acoustique non linéaire et ondes de surface : Concrete cover evaluation using nonlinear acoustic and surface waves.” 2016. Doctoral Dissertation, Aix Marseille Université. Accessed July 09, 2020. http://www.theses.fr/2016AIXM4712.

MLA Handbook (7th Edition):

Vu, Quang Anh. “Evaluation du béton d'enrobage par acoustique non linéaire et ondes de surface : Concrete cover evaluation using nonlinear acoustic and surface waves.” 2016. Web. 09 Jul 2020.

Vancouver:

Vu QA. Evaluation du béton d'enrobage par acoustique non linéaire et ondes de surface : Concrete cover evaluation using nonlinear acoustic and surface waves. [Internet] [Doctoral dissertation]. Aix Marseille Université 2016. [cited 2020 Jul 09]. Available from: http://www.theses.fr/2016AIXM4712.

Council of Science Editors:

Vu QA. Evaluation du béton d'enrobage par acoustique non linéaire et ondes de surface : Concrete cover evaluation using nonlinear acoustic and surface waves. [Doctoral Dissertation]. Aix Marseille Université 2016. Available from: http://www.theses.fr/2016AIXM4712


Brno University of Technology

29. Řezáč, David. Stavební průzkum a diagnostika konstrukce: Survey and Diagnostics of Building Construction.

Degree: 2019, Brno University of Technology

 The subject of this bachelor thesis is the construction research and diagnostics of the construction with the focus on the verification of the prestressing reinforcement… (more)

Subjects/Keywords: Stavebně technický průzkum; mostní konstrukce; předpjatý beton; diagnostika; ověření polohy výztuže; zjištění krytí výztuže; georadar; elektromagnetické indikátory.; Costruction-technological survey; bridge construction; prestressed concrete; diagnostics; reinforcement position verification; reinforcement cover detection; georadar; electromagnetic indicators.

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

APA (6th Edition):

Řezáč, D. (2019). Stavební průzkum a diagnostika konstrukce: Survey and Diagnostics of Building Construction. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/179647

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):

Řezáč, David. “Stavební průzkum a diagnostika konstrukce: Survey and Diagnostics of Building Construction.” 2019. Thesis, Brno University of Technology. Accessed July 09, 2020. http://hdl.handle.net/11012/179647.

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

MLA Handbook (7th Edition):

Řezáč, David. “Stavební průzkum a diagnostika konstrukce: Survey and Diagnostics of Building Construction.” 2019. Web. 09 Jul 2020.

Vancouver:

Řezáč D. Stavební průzkum a diagnostika konstrukce: Survey and Diagnostics of Building Construction. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/11012/179647.

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

Council of Science Editors:

Řezáč D. Stavební průzkum a diagnostika konstrukce: Survey and Diagnostics of Building Construction. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/179647

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


Brno University of Technology

30. Láznička, Josef. Studium alkalicko-křemičité reakce v cementobetonových krytech: The study of alkali-silica reaction in the cement-concrete shelters.

Degree: 2019, Brno University of Technology

 Alkali – silica reaction is concrete durability problem resulting in significant maintenance and reconstruction costs to concrete infrastructures. This paper intends to summarize the current… (more)

Subjects/Keywords: alkalicko – křemičitá reakce; cemento – betonový kryt; reakční mechanismy; reaktivní kamenivo; trvanlivost betonu; pórový roztok; alkalicko – křemičitý gel; alkali – silica reaction; cement – conrete cover; reaction mechanisms; reactive aggregate; durability of concrete; pore solution; alkali – silica gel

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

APA (6th Edition):

Láznička, J. (2019). Studium alkalicko-křemičité reakce v cementobetonových krytech: The study of alkali-silica reaction in the cement-concrete shelters. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/68825

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 alkalicko-křemičité reakce v cementobetonových krytech: The study of alkali-silica reaction in the cement-concrete shelters.” 2019. Thesis, Brno University of Technology. Accessed July 09, 2020. http://hdl.handle.net/11012/68825.

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 alkalicko-křemičité reakce v cementobetonových krytech: The study of alkali-silica reaction in the cement-concrete shelters.” 2019. Web. 09 Jul 2020.

Vancouver:

Láznička J. Studium alkalicko-křemičité reakce v cementobetonových krytech: The study of alkali-silica reaction in the cement-concrete shelters. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/11012/68825.

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 alkalicko-křemičité reakce v cementobetonových krytech: The study of alkali-silica reaction in the cement-concrete shelters. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/68825

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

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