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You searched for subject:(chloride ingress). Showing records 1 – 13 of 13 total matches.

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University of Lund

1. Boubitsas, Dimitrios. Chloride transport and chloride thresholdvalues-Studies on concretes and mortars with Portland cement and limestone blended cement.

Degree: 2015, University of Lund

 Reinforced concrete is one of the most widely used building materials and if it is properly designed and produced, it is an extremely durable material… (more)

Subjects/Keywords: Other Materials Engineering; Concrete; cement; limestone filler; chloride ingress; chloride threshold values

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APA (6th Edition):

Boubitsas, D. (2015). Chloride transport and chloride thresholdvalues-Studies on concretes and mortars with Portland cement and limestone blended cement. (Doctoral Dissertation). University of Lund. Retrieved from https://lup.lub.lu.se/record/8726302 ; https://portal.research.lu.se/ws/files/3432294/8726348.pdf

Chicago Manual of Style (16th Edition):

Boubitsas, Dimitrios. “Chloride transport and chloride thresholdvalues-Studies on concretes and mortars with Portland cement and limestone blended cement.” 2015. Doctoral Dissertation, University of Lund. Accessed July 09, 2020. https://lup.lub.lu.se/record/8726302 ; https://portal.research.lu.se/ws/files/3432294/8726348.pdf.

MLA Handbook (7th Edition):

Boubitsas, Dimitrios. “Chloride transport and chloride thresholdvalues-Studies on concretes and mortars with Portland cement and limestone blended cement.” 2015. Web. 09 Jul 2020.

Vancouver:

Boubitsas D. Chloride transport and chloride thresholdvalues-Studies on concretes and mortars with Portland cement and limestone blended cement. [Internet] [Doctoral dissertation]. University of Lund; 2015. [cited 2020 Jul 09]. Available from: https://lup.lub.lu.se/record/8726302 ; https://portal.research.lu.se/ws/files/3432294/8726348.pdf.

Council of Science Editors:

Boubitsas D. Chloride transport and chloride thresholdvalues-Studies on concretes and mortars with Portland cement and limestone blended cement. [Doctoral Dissertation]. University of Lund; 2015. Available from: https://lup.lub.lu.se/record/8726302 ; https://portal.research.lu.se/ws/files/3432294/8726348.pdf


Delft University of Technology

2. Holthuizen, P.E. (author). Chloride ingress of carbonated blast furnace slag cement mortars.

Degree: 2016, Delft University of Technology

In the Netherlands infrastructural works, such as bridges and overpasses, are generally constructed using blast furnace slag cement (BFSC) concretes, because of the relative high… (more)

Subjects/Keywords: Blast furnace slag cement; carbonation; chloride ingress; durability; materials characterization

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APA (6th Edition):

Holthuizen, P. E. (. (2016). Chloride ingress of carbonated blast furnace slag cement mortars. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:adda67de-f31e-4380-91c3-67a3a29e0b95

Chicago Manual of Style (16th Edition):

Holthuizen, P E (author). “Chloride ingress of carbonated blast furnace slag cement mortars.” 2016. Masters Thesis, Delft University of Technology. Accessed July 09, 2020. http://resolver.tudelft.nl/uuid:adda67de-f31e-4380-91c3-67a3a29e0b95.

MLA Handbook (7th Edition):

Holthuizen, P E (author). “Chloride ingress of carbonated blast furnace slag cement mortars.” 2016. Web. 09 Jul 2020.

Vancouver:

Holthuizen PE(. Chloride ingress of carbonated blast furnace slag cement mortars. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2020 Jul 09]. Available from: http://resolver.tudelft.nl/uuid:adda67de-f31e-4380-91c3-67a3a29e0b95.

Council of Science Editors:

Holthuizen PE(. Chloride ingress of carbonated blast furnace slag cement mortars. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:adda67de-f31e-4380-91c3-67a3a29e0b95


RMIT University

3. Hunting, A. The effects of climate change on the rates of chloride ingress into reinforced concrete in seaport infrastructure.

Degree: 2016, RMIT University

 The process of chloride ingress into concrete is the most destructive method of concrete deterioration and is currently costing developed countries approximately 2.5% of national… (more)

Subjects/Keywords: Fields of Research; Climate Change; Infrastructure; Chloride Ingress; Concrete; X-Ray Tomography; Seaports; Seaport Infrastructure

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APA (6th Edition):

Hunting, A. (2016). The effects of climate change on the rates of chloride ingress into reinforced concrete in seaport infrastructure. (Thesis). RMIT University. Retrieved from http://researchbank.rmit.edu.au/view/rmit:162103

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):

Hunting, A. “The effects of climate change on the rates of chloride ingress into reinforced concrete in seaport infrastructure.” 2016. Thesis, RMIT University. Accessed July 09, 2020. http://researchbank.rmit.edu.au/view/rmit:162103.

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

MLA Handbook (7th Edition):

Hunting, A. “The effects of climate change on the rates of chloride ingress into reinforced concrete in seaport infrastructure.” 2016. Web. 09 Jul 2020.

Vancouver:

Hunting A. The effects of climate change on the rates of chloride ingress into reinforced concrete in seaport infrastructure. [Internet] [Thesis]. RMIT University; 2016. [cited 2020 Jul 09]. Available from: http://researchbank.rmit.edu.au/view/rmit:162103.

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

Council of Science Editors:

Hunting A. The effects of climate change on the rates of chloride ingress into reinforced concrete in seaport infrastructure. [Thesis]. RMIT University; 2016. Available from: http://researchbank.rmit.edu.au/view/rmit:162103

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


Loughborough University

4. Dodds, Wayne J. Durability performance of coarse crushed concrete aggregate structural concrete.

Degree: PhD, 2017, Loughborough University

 Crushed or recycled concrete aggregates (CCA/RCA) is an increasingly popular material as a replacement for natural aggregates in concrete due to industry demands for more… (more)

Subjects/Keywords: 624.1; Crushed concrete aggregates; Recycled concrete aggregates; Durability; Chloride ion ingress; Corrosion initiation

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APA (6th Edition):

Dodds, W. J. (2017). Durability performance of coarse crushed concrete aggregate structural concrete. (Doctoral Dissertation). Loughborough University. Retrieved from http://hdl.handle.net/2134/27534

Chicago Manual of Style (16th Edition):

Dodds, Wayne J. “Durability performance of coarse crushed concrete aggregate structural concrete.” 2017. Doctoral Dissertation, Loughborough University. Accessed July 09, 2020. http://hdl.handle.net/2134/27534.

MLA Handbook (7th Edition):

Dodds, Wayne J. “Durability performance of coarse crushed concrete aggregate structural concrete.” 2017. Web. 09 Jul 2020.

Vancouver:

Dodds WJ. Durability performance of coarse crushed concrete aggregate structural concrete. [Internet] [Doctoral dissertation]. Loughborough University; 2017. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/2134/27534.

Council of Science Editors:

Dodds WJ. Durability performance of coarse crushed concrete aggregate structural concrete. [Doctoral Dissertation]. Loughborough University; 2017. Available from: http://hdl.handle.net/2134/27534


Purdue University

5. Byl, Emily A. The Long-Term Performance of Concrete Crack and Deck Surface Sealers.

Degree: MSCE, Civil Engineering, 2016, Purdue University

  Concrete bridge decks in the State of Indiana are undergoing continuous deterioration and loss of service life due to the use of deicing salts… (more)

Subjects/Keywords: Applied sciences; Bridge deck preservation; Chloride ingress; Concrete sealer; Corrosion; Crack sealer; Deck sealer; Civil Engineering

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APA (6th Edition):

Byl, E. A. (2016). The Long-Term Performance of Concrete Crack and Deck Surface Sealers. (Thesis). Purdue University. Retrieved from https://docs.lib.purdue.edu/open_access_theses/926

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):

Byl, Emily A. “The Long-Term Performance of Concrete Crack and Deck Surface Sealers.” 2016. Thesis, Purdue University. Accessed July 09, 2020. https://docs.lib.purdue.edu/open_access_theses/926.

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

MLA Handbook (7th Edition):

Byl, Emily A. “The Long-Term Performance of Concrete Crack and Deck Surface Sealers.” 2016. Web. 09 Jul 2020.

Vancouver:

Byl EA. The Long-Term Performance of Concrete Crack and Deck Surface Sealers. [Internet] [Thesis]. Purdue University; 2016. [cited 2020 Jul 09]. Available from: https://docs.lib.purdue.edu/open_access_theses/926.

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

Council of Science Editors:

Byl EA. The Long-Term Performance of Concrete Crack and Deck Surface Sealers. [Thesis]. Purdue University; 2016. Available from: https://docs.lib.purdue.edu/open_access_theses/926

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


University of Lund

6. Wall, Henrik. Service Life Assessment of Harbor Structures - Case studies of chloride ingress into concrete and sheet piling corrosion rates.

Degree: 2013, University of Lund

 The two most used building materials in harbor structures are undoubtedly steel and concrete. These two materials are often combined in the structures of wharfs… (more)

Subjects/Keywords: Materials Engineering; chloride ingress; sampling methods; corrosion rates; sheet piling; ultra-sonic measurements; service life; durability; quay structures; harbor structures

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APA (6th Edition):

Wall, H. (2013). Service Life Assessment of Harbor Structures - Case studies of chloride ingress into concrete and sheet piling corrosion rates. (Doctoral Dissertation). University of Lund. Retrieved from https://lup.lub.lu.se/record/4190003 ; https://portal.research.lu.se/ws/files/4057925/4249509.pdf

Chicago Manual of Style (16th Edition):

Wall, Henrik. “Service Life Assessment of Harbor Structures - Case studies of chloride ingress into concrete and sheet piling corrosion rates.” 2013. Doctoral Dissertation, University of Lund. Accessed July 09, 2020. https://lup.lub.lu.se/record/4190003 ; https://portal.research.lu.se/ws/files/4057925/4249509.pdf.

MLA Handbook (7th Edition):

Wall, Henrik. “Service Life Assessment of Harbor Structures - Case studies of chloride ingress into concrete and sheet piling corrosion rates.” 2013. Web. 09 Jul 2020.

Vancouver:

Wall H. Service Life Assessment of Harbor Structures - Case studies of chloride ingress into concrete and sheet piling corrosion rates. [Internet] [Doctoral dissertation]. University of Lund; 2013. [cited 2020 Jul 09]. Available from: https://lup.lub.lu.se/record/4190003 ; https://portal.research.lu.se/ws/files/4057925/4249509.pdf.

Council of Science Editors:

Wall H. Service Life Assessment of Harbor Structures - Case studies of chloride ingress into concrete and sheet piling corrosion rates. [Doctoral Dissertation]. University of Lund; 2013. Available from: https://lup.lub.lu.se/record/4190003 ; https://portal.research.lu.se/ws/files/4057925/4249509.pdf


University of South Florida

7. Markandeya, Ananya. Improving Early-Age Cracking Resilience and Durability of Concrete Elements.

Degree: 2018, University of South Florida

 Control of early-age cracking in concrete structures due to restrained deformation, thermal and/or autogenous, presents a major durability challenge for state highway agencies. This study… (more)

Subjects/Keywords: Granulated Slag; Internal Curing; Metakaolin; Mix Design; Rigid Cracking Frame; Surface Resistivity; Chloride Ingress; Civil Engineering

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APA (6th Edition):

Markandeya, A. (2018). Improving Early-Age Cracking Resilience and Durability of Concrete Elements. (Thesis). University of South Florida. Retrieved from https://scholarcommons.usf.edu/etd/8127

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):

Markandeya, Ananya. “Improving Early-Age Cracking Resilience and Durability of Concrete Elements.” 2018. Thesis, University of South Florida. Accessed July 09, 2020. https://scholarcommons.usf.edu/etd/8127.

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

MLA Handbook (7th Edition):

Markandeya, Ananya. “Improving Early-Age Cracking Resilience and Durability of Concrete Elements.” 2018. Web. 09 Jul 2020.

Vancouver:

Markandeya A. Improving Early-Age Cracking Resilience and Durability of Concrete Elements. [Internet] [Thesis]. University of South Florida; 2018. [cited 2020 Jul 09]. Available from: https://scholarcommons.usf.edu/etd/8127.

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

Council of Science Editors:

Markandeya A. Improving Early-Age Cracking Resilience and Durability of Concrete Elements. [Thesis]. University of South Florida; 2018. Available from: https://scholarcommons.usf.edu/etd/8127

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

8. Schmitt, Emmanuel. Approche performantielle et microstructurale de la durabilité de bétons à base de ciments sulfoalumineux-bélitiques ferriques : Microstructural and performance-based approach of the durability of belite-ye’elimite-ferrite cements based concretes.

Degree: Docteur es, Génie civil, 2014, La Rochelle

Les ciments sulfoalumineux (CSA) peuvent être une solution à l’amélioration de l’impact environnemental des bétons, grâce aux faibles consommations énergétiques et émissions de CO2 lors… (more)

Subjects/Keywords: Ciments sulfoalumineux; Durabilité; Approche performantielle; Microstructure; Milieux acides; Carbonatation; Pénétration des ions chlorure; Calcium sulfoaluminate cements; Durability; Performance based approach; Microstructure; Acidic environments; Carbonation; Chloride ingress

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APA (6th Edition):

Schmitt, E. (2014). Approche performantielle et microstructurale de la durabilité de bétons à base de ciments sulfoalumineux-bélitiques ferriques : Microstructural and performance-based approach of the durability of belite-ye’elimite-ferrite cements based concretes. (Doctoral Dissertation). La Rochelle. Retrieved from http://www.theses.fr/2014LAROS027

Chicago Manual of Style (16th Edition):

Schmitt, Emmanuel. “Approche performantielle et microstructurale de la durabilité de bétons à base de ciments sulfoalumineux-bélitiques ferriques : Microstructural and performance-based approach of the durability of belite-ye’elimite-ferrite cements based concretes.” 2014. Doctoral Dissertation, La Rochelle. Accessed July 09, 2020. http://www.theses.fr/2014LAROS027.

MLA Handbook (7th Edition):

Schmitt, Emmanuel. “Approche performantielle et microstructurale de la durabilité de bétons à base de ciments sulfoalumineux-bélitiques ferriques : Microstructural and performance-based approach of the durability of belite-ye’elimite-ferrite cements based concretes.” 2014. Web. 09 Jul 2020.

Vancouver:

Schmitt E. Approche performantielle et microstructurale de la durabilité de bétons à base de ciments sulfoalumineux-bélitiques ferriques : Microstructural and performance-based approach of the durability of belite-ye’elimite-ferrite cements based concretes. [Internet] [Doctoral dissertation]. La Rochelle; 2014. [cited 2020 Jul 09]. Available from: http://www.theses.fr/2014LAROS027.

Council of Science Editors:

Schmitt E. Approche performantielle et microstructurale de la durabilité de bétons à base de ciments sulfoalumineux-bélitiques ferriques : Microstructural and performance-based approach of the durability of belite-ye’elimite-ferrite cements based concretes. [Doctoral Dissertation]. La Rochelle; 2014. Available from: http://www.theses.fr/2014LAROS027

9. LIM EMIKO. Penetrability of Lightweight Aggregate Concrete.

Degree: 2011, National University of Singapore

Subjects/Keywords: Lightweight aggregate concrete; temperature; pressure; chloride ingress; recycled aggegate concrete; water sorptivity

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APA (6th Edition):

EMIKO, L. (2011). Penetrability of Lightweight Aggregate Concrete. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/27893

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):

EMIKO, LIM. “Penetrability of Lightweight Aggregate Concrete.” 2011. Thesis, National University of Singapore. Accessed July 09, 2020. http://scholarbank.nus.edu.sg/handle/10635/27893.

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

MLA Handbook (7th Edition):

EMIKO, LIM. “Penetrability of Lightweight Aggregate Concrete.” 2011. Web. 09 Jul 2020.

Vancouver:

EMIKO L. Penetrability of Lightweight Aggregate Concrete. [Internet] [Thesis]. National University of Singapore; 2011. [cited 2020 Jul 09]. Available from: http://scholarbank.nus.edu.sg/handle/10635/27893.

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

Council of Science Editors:

EMIKO L. Penetrability of Lightweight Aggregate Concrete. [Thesis]. National University of Singapore; 2011. Available from: http://scholarbank.nus.edu.sg/handle/10635/27893

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

10. Karam, Andrew. Chloride Ingress into Submerged Concrete Under Sustained Load .

Degree: 2014, University of Ottawa

 A harsh, cold, and icy environment is of no surprise to the conditions of a winter climate, where the wide use of de-icing salts on… (more)

Subjects/Keywords: chloride; sustained stress; concrete; chloride ingress; Corrosion; post-tensioning; submerged concrete

…28 Figure 2.10: Chloride ingress shapes in static and dynamic load cases (Kuter… …56 Figure 3.18: Visualization of 1-D chloride ingress into concrete beams… …structures are more vulnerable to the unwanted effects of corrosion caused by chloride ingress from… …chloride ingress in real world conditions. 1.2 Causes and Mechanisms of Corrosion As mentioned… …permeablility. Figure 1.1 shows the ingress of chloride ions into concrete and their effects on the… 

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APA (6th Edition):

Karam, A. (2014). Chloride Ingress into Submerged Concrete Under Sustained Load . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/30484

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):

Karam, Andrew. “Chloride Ingress into Submerged Concrete Under Sustained Load .” 2014. Thesis, University of Ottawa. Accessed July 09, 2020. http://hdl.handle.net/10393/30484.

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

MLA Handbook (7th Edition):

Karam, Andrew. “Chloride Ingress into Submerged Concrete Under Sustained Load .” 2014. Web. 09 Jul 2020.

Vancouver:

Karam A. Chloride Ingress into Submerged Concrete Under Sustained Load . [Internet] [Thesis]. University of Ottawa; 2014. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10393/30484.

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

Council of Science Editors:

Karam A. Chloride Ingress into Submerged Concrete Under Sustained Load . [Thesis]. University of Ottawa; 2014. Available from: http://hdl.handle.net/10393/30484

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


Delft University of Technology

11. Savija, B. Experimental and numerical investigation of chloride ingress in cracked concrete.

Degree: 2014, Delft University of Technology

Chloride induced corrosion of reinforcing steel is recognized as the most common deterioration mechanism affecting reinforced concrete structures. As such, it has been in focus… (more)

Subjects/Keywords: chloride ingress; autogeneous healing; corrosion induced cover cracking; x-ray computed tomography; nanoindentation; lattice fracture model; lattice transport model

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APA (6th Edition):

Savija, B. (2014). Experimental and numerical investigation of chloride ingress in cracked concrete. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; urn:NBN:nl:ui:24-uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; urn:NBN:nl:ui:24-uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; http://resolver.tudelft.nl/uuid:79915ffe-d062-431f-a0ff-bc7628e802be

Chicago Manual of Style (16th Edition):

Savija, B. “Experimental and numerical investigation of chloride ingress in cracked concrete.” 2014. Doctoral Dissertation, Delft University of Technology. Accessed July 09, 2020. http://resolver.tudelft.nl/uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; urn:NBN:nl:ui:24-uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; urn:NBN:nl:ui:24-uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; http://resolver.tudelft.nl/uuid:79915ffe-d062-431f-a0ff-bc7628e802be.

MLA Handbook (7th Edition):

Savija, B. “Experimental and numerical investigation of chloride ingress in cracked concrete.” 2014. Web. 09 Jul 2020.

Vancouver:

Savija B. Experimental and numerical investigation of chloride ingress in cracked concrete. [Internet] [Doctoral dissertation]. Delft University of Technology; 2014. [cited 2020 Jul 09]. Available from: http://resolver.tudelft.nl/uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; urn:NBN:nl:ui:24-uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; urn:NBN:nl:ui:24-uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; http://resolver.tudelft.nl/uuid:79915ffe-d062-431f-a0ff-bc7628e802be.

Council of Science Editors:

Savija B. Experimental and numerical investigation of chloride ingress in cracked concrete. [Doctoral Dissertation]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; urn:NBN:nl:ui:24-uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; urn:NBN:nl:ui:24-uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; http://resolver.tudelft.nl/uuid:79915ffe-d062-431f-a0ff-bc7628e802be


Université de Sherbrooke

12. Rivera Torres, Jorge Maurilio. Effect of mineral admixtures on high-performance concrete: C-S-H formation and physical-mechanical properties: Effet des ajouts minéraux sur le béton à haute performance : formation de C-S-H et propriétés physico-mécaniques / Efecto de los aditivos minerales en concretos de alto comportamiento: formación de C-S-H y propiedades físico-mecánicas.

Degree: 2019, Université de Sherbrooke

 Resumen: Para mejorar el impacto ambiental del concreto existe una tendencia global a sustituir el cemento Portland por adiciones minerales porque adicionalmente a la reducción… (more)

Subjects/Keywords: Durability; Natural pozzolan; Chloride ingress; Mechanical properties; Nanoindentation; Anhydrous inclusions; C-S-H; C-(A)-S-H; Durabilité; Pouzzolane naturelle; Pénétration des chlorures; Propriétés mécaniques; Inclusions anhydres; Durabilidad; Puzolana natural; Ingreso de cloruros; Propiedades mecánicas; Nanoindentación; Inclusiones anhidras

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APA (6th Edition):

Rivera Torres, J. M. (2019). Effect of mineral admixtures on high-performance concrete: C-S-H formation and physical-mechanical properties: Effet des ajouts minéraux sur le béton à haute performance : formation de C-S-H et propriétés physico-mécaniques / Efecto de los aditivos minerales en concretos de alto comportamiento: formación de C-S-H y propiedades físico-mecánicas. (Doctoral Dissertation). Université de Sherbrooke. Retrieved from http://hdl.handle.net/11143/16109

Chicago Manual of Style (16th Edition):

Rivera Torres, Jorge Maurilio. “Effect of mineral admixtures on high-performance concrete: C-S-H formation and physical-mechanical properties: Effet des ajouts minéraux sur le béton à haute performance : formation de C-S-H et propriétés physico-mécaniques / Efecto de los aditivos minerales en concretos de alto comportamiento: formación de C-S-H y propiedades físico-mecánicas.” 2019. Doctoral Dissertation, Université de Sherbrooke. Accessed July 09, 2020. http://hdl.handle.net/11143/16109.

MLA Handbook (7th Edition):

Rivera Torres, Jorge Maurilio. “Effect of mineral admixtures on high-performance concrete: C-S-H formation and physical-mechanical properties: Effet des ajouts minéraux sur le béton à haute performance : formation de C-S-H et propriétés physico-mécaniques / Efecto de los aditivos minerales en concretos de alto comportamiento: formación de C-S-H y propiedades físico-mecánicas.” 2019. Web. 09 Jul 2020.

Vancouver:

Rivera Torres JM. Effect of mineral admixtures on high-performance concrete: C-S-H formation and physical-mechanical properties: Effet des ajouts minéraux sur le béton à haute performance : formation de C-S-H et propriétés physico-mécaniques / Efecto de los aditivos minerales en concretos de alto comportamiento: formación de C-S-H y propiedades físico-mecánicas. [Internet] [Doctoral dissertation]. Université de Sherbrooke; 2019. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/11143/16109.

Council of Science Editors:

Rivera Torres JM. Effect of mineral admixtures on high-performance concrete: C-S-H formation and physical-mechanical properties: Effet des ajouts minéraux sur le béton à haute performance : formation de C-S-H et propriétés physico-mécaniques / Efecto de los aditivos minerales en concretos de alto comportamiento: formación de C-S-H y propiedades físico-mecánicas. [Doctoral Dissertation]. Université de Sherbrooke; 2019. Available from: http://hdl.handle.net/11143/16109


Brno University of Technology

13. Kucek, Martin. Stochastická analýza smykového porušování železobetonových nosníků: Stochastic analysis of shear failure of reinforced concrete beams.

Degree: 2019, Brno University of Technology

 The diploma thesis is focused on a solution of the load reaction of the bridge construction from girders KA-73. Proposal methods of the nonlinear analysis… (more)

Subjects/Keywords: stochastická analýza; nelineární analýza; návrhové metody nelineární analýzy; degradace; koroze výztuže; karbonatace betonu; průnik chloridových iontů; citlivostní analýza; spolehlivost; index spolehlivosti; nosník KA-73; stochastic analysis; nonlinear analysis; design method of nonlinear analysis; steel corrosion; carbonation of concrete; ingress of chloride ions; sensitivity analysis; reliability; reliability index; beam KA-73

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

APA (6th Edition):

Kucek, M. (2019). Stochastická analýza smykového porušování železobetonových nosníků: Stochastic analysis of shear failure of reinforced concrete beams. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/64187

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):

Kucek, Martin. “Stochastická analýza smykového porušování železobetonových nosníků: Stochastic analysis of shear failure of reinforced concrete beams.” 2019. Thesis, Brno University of Technology. Accessed July 09, 2020. http://hdl.handle.net/11012/64187.

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

MLA Handbook (7th Edition):

Kucek, Martin. “Stochastická analýza smykového porušování železobetonových nosníků: Stochastic analysis of shear failure of reinforced concrete beams.” 2019. Web. 09 Jul 2020.

Vancouver:

Kucek M. Stochastická analýza smykového porušování železobetonových nosníků: Stochastic analysis of shear failure of reinforced concrete beams. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/11012/64187.

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

Council of Science Editors:

Kucek M. Stochastická analýza smykového porušování železobetonových nosníků: Stochastic analysis of shear failure of reinforced concrete beams. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/64187

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

.