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You searched for subject:(Interfacial Transition Zone). Showing records 1 – 10 of 10 total matches.

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Michigan Technological University

1. Sun, Xiao. INVESTIGATION OF TRANSPORT PROPERTIES OF INTERNAL CURED CEMENT MORTAR USING COMPUTATIONAL SIMULATION AND IMAGE TECHNIQUES.

Degree: MS, Department of Civil and Environmental Engineering, 2014, Michigan Technological University

  This study focuses on the effects of internal curing technique on ITZ transport properties of cement mortar using image techniques and computational method. The… (more)

Subjects/Keywords: image technique; interfacial transition zone; internal curing; transport properties; Civil Engineering

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APA (6th Edition):

Sun, X. (2014). INVESTIGATION OF TRANSPORT PROPERTIES OF INTERNAL CURED CEMENT MORTAR USING COMPUTATIONAL SIMULATION AND IMAGE TECHNIQUES. (Masters Thesis). Michigan Technological University. Retrieved from http://digitalcommons.mtu.edu/etd-restricted/207

Chicago Manual of Style (16th Edition):

Sun, Xiao. “INVESTIGATION OF TRANSPORT PROPERTIES OF INTERNAL CURED CEMENT MORTAR USING COMPUTATIONAL SIMULATION AND IMAGE TECHNIQUES.” 2014. Masters Thesis, Michigan Technological University. Accessed April 08, 2020. http://digitalcommons.mtu.edu/etd-restricted/207.

MLA Handbook (7th Edition):

Sun, Xiao. “INVESTIGATION OF TRANSPORT PROPERTIES OF INTERNAL CURED CEMENT MORTAR USING COMPUTATIONAL SIMULATION AND IMAGE TECHNIQUES.” 2014. Web. 08 Apr 2020.

Vancouver:

Sun X. INVESTIGATION OF TRANSPORT PROPERTIES OF INTERNAL CURED CEMENT MORTAR USING COMPUTATIONAL SIMULATION AND IMAGE TECHNIQUES. [Internet] [Masters thesis]. Michigan Technological University; 2014. [cited 2020 Apr 08]. Available from: http://digitalcommons.mtu.edu/etd-restricted/207.

Council of Science Editors:

Sun X. INVESTIGATION OF TRANSPORT PROPERTIES OF INTERNAL CURED CEMENT MORTAR USING COMPUTATIONAL SIMULATION AND IMAGE TECHNIQUES. [Masters Thesis]. Michigan Technological University; 2014. Available from: http://digitalcommons.mtu.edu/etd-restricted/207


Iowa State University

2. Zhang, Jiake. Investigation of deterioration of joints in concrete pavements.

Degree: 2013, Iowa State University

 Premature deterioration of joints in concrete pavements is reportedly a problem in cold weather regions. Distress is often first observed as shadowing when microcracking near… (more)

Subjects/Keywords: concrete pavements; interfacial transition zone; joint deterioration; Civil Engineering

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APA (6th Edition):

Zhang, J. (2013). Investigation of deterioration of joints in concrete pavements. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/13292

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):

Zhang, Jiake. “Investigation of deterioration of joints in concrete pavements.” 2013. Thesis, Iowa State University. Accessed April 08, 2020. https://lib.dr.iastate.edu/etd/13292.

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

MLA Handbook (7th Edition):

Zhang, Jiake. “Investigation of deterioration of joints in concrete pavements.” 2013. Web. 08 Apr 2020.

Vancouver:

Zhang J. Investigation of deterioration of joints in concrete pavements. [Internet] [Thesis]. Iowa State University; 2013. [cited 2020 Apr 08]. Available from: https://lib.dr.iastate.edu/etd/13292.

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

Council of Science Editors:

Zhang J. Investigation of deterioration of joints in concrete pavements. [Thesis]. Iowa State University; 2013. Available from: https://lib.dr.iastate.edu/etd/13292

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


Georgia Tech

3. Wang, Pei. MICRO-MECHANICAL ANALYSIS OF QUASI-STATIC PARTICULATE FRAGMENTATION APPLIED TO GEOMATERIALS.

Degree: PhD, Civil and Environmental Engineering, 2019, Georgia Tech

 Despite the progress made on modeling granular mechanics at the macro-scale, discriminating the mechanisms that control particle breakage within a particulate assembly is still an… (more)

Subjects/Keywords: Granular material; Breakage; Discrete element modeling; Contact model; Energy distribution; Concrete strength; Interfacial transition zone

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APA (6th Edition):

Wang, P. (2019). MICRO-MECHANICAL ANALYSIS OF QUASI-STATIC PARTICULATE FRAGMENTATION APPLIED TO GEOMATERIALS. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/61220

Chicago Manual of Style (16th Edition):

Wang, Pei. “MICRO-MECHANICAL ANALYSIS OF QUASI-STATIC PARTICULATE FRAGMENTATION APPLIED TO GEOMATERIALS.” 2019. Doctoral Dissertation, Georgia Tech. Accessed April 08, 2020. http://hdl.handle.net/1853/61220.

MLA Handbook (7th Edition):

Wang, Pei. “MICRO-MECHANICAL ANALYSIS OF QUASI-STATIC PARTICULATE FRAGMENTATION APPLIED TO GEOMATERIALS.” 2019. Web. 08 Apr 2020.

Vancouver:

Wang P. MICRO-MECHANICAL ANALYSIS OF QUASI-STATIC PARTICULATE FRAGMENTATION APPLIED TO GEOMATERIALS. [Internet] [Doctoral dissertation]. Georgia Tech; 2019. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1853/61220.

Council of Science Editors:

Wang P. MICRO-MECHANICAL ANALYSIS OF QUASI-STATIC PARTICULATE FRAGMENTATION APPLIED TO GEOMATERIALS. [Doctoral Dissertation]. Georgia Tech; 2019. Available from: http://hdl.handle.net/1853/61220


Indian Institute of Science

4. Keerthy, M Simon. Studies on Fracture and Fatigue Behavior of Cementitious Materials- Effects of Interfacial Transition Zone, Microcracking and Aggregate Bridging.

Degree: 2015, Indian Institute of Science

 The microstructure of concrete contains random features over a wide range of length scales in which each length scale possess a new random composite. The… (more)

Subjects/Keywords: Fracture Mechanics; Cementitious Materials; Microcracking; Concrete-Fatigue; Aggregate Bridging; Interfacial Transition Zone; Concrete-Concrete Bi-material Interface; Fracture Process Zone; Concrete Cracking; Linearized Toughness Model; Concrete - Fatigue Behavior; Civil Engineering

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APA (6th Edition):

Keerthy, M. S. (2015). Studies on Fracture and Fatigue Behavior of Cementitious Materials- Effects of Interfacial Transition Zone, Microcracking and Aggregate Bridging. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/2005/3538 ; http://etd.iisc.ernet.in/abstracts/4406/G27618-Abs.pdf

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):

Keerthy, M Simon. “Studies on Fracture and Fatigue Behavior of Cementitious Materials- Effects of Interfacial Transition Zone, Microcracking and Aggregate Bridging.” 2015. Thesis, Indian Institute of Science. Accessed April 08, 2020. http://etd.iisc.ernet.in/2005/3538 ; http://etd.iisc.ernet.in/abstracts/4406/G27618-Abs.pdf.

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

MLA Handbook (7th Edition):

Keerthy, M Simon. “Studies on Fracture and Fatigue Behavior of Cementitious Materials- Effects of Interfacial Transition Zone, Microcracking and Aggregate Bridging.” 2015. Web. 08 Apr 2020.

Vancouver:

Keerthy MS. Studies on Fracture and Fatigue Behavior of Cementitious Materials- Effects of Interfacial Transition Zone, Microcracking and Aggregate Bridging. [Internet] [Thesis]. Indian Institute of Science; 2015. [cited 2020 Apr 08]. Available from: http://etd.iisc.ernet.in/2005/3538 ; http://etd.iisc.ernet.in/abstracts/4406/G27618-Abs.pdf.

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

Council of Science Editors:

Keerthy MS. Studies on Fracture and Fatigue Behavior of Cementitious Materials- Effects of Interfacial Transition Zone, Microcracking and Aggregate Bridging. [Thesis]. Indian Institute of Science; 2015. Available from: http://etd.iisc.ernet.in/2005/3538 ; http://etd.iisc.ernet.in/abstracts/4406/G27618-Abs.pdf

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

5. Anagnostopoulos, Nikolaos. Μηχανικά χαρακτηριστικά και ανθεκτικότητα αυτοσυμπυκνούμενων σκυροδεμάτων (ΑΣΣ) παρασκευασμένα με ελληνικά υλικά.

Degree: 2009, Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ)

 A new kind of concrete called Self Compacting Concrete (SCC) was initially introduced in Japan in the early 80s while the first applications of SCC… (more)

Subjects/Keywords: Αυτοσυμπυκνούμενο σκυρόδεμα; Ρεολογία; Μηχανικά χαρακτηριστικά; Ανθεκτικότητα; Ασβεστολιθικό φίλλερ; Μεταβατική ζώνη; Πορώδες; Βιομηχανικά παραπροϊόντα; Self compacting concrete; Rheology; Mechanical characteristics; Durability; Limestone filler; Interfacial transition zone; Porosity; Byproducts

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APA (6th Edition):

Anagnostopoulos, N. (2009). Μηχανικά χαρακτηριστικά και ανθεκτικότητα αυτοσυμπυκνούμενων σκυροδεμάτων (ΑΣΣ) παρασκευασμένα με ελληνικά υλικά. (Thesis). Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/28234

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):

Anagnostopoulos, Nikolaos. “Μηχανικά χαρακτηριστικά και ανθεκτικότητα αυτοσυμπυκνούμενων σκυροδεμάτων (ΑΣΣ) παρασκευασμένα με ελληνικά υλικά.” 2009. Thesis, Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ). Accessed April 08, 2020. http://hdl.handle.net/10442/hedi/28234.

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

MLA Handbook (7th Edition):

Anagnostopoulos, Nikolaos. “Μηχανικά χαρακτηριστικά και ανθεκτικότητα αυτοσυμπυκνούμενων σκυροδεμάτων (ΑΣΣ) παρασκευασμένα με ελληνικά υλικά.” 2009. Web. 08 Apr 2020.

Vancouver:

Anagnostopoulos N. Μηχανικά χαρακτηριστικά και ανθεκτικότητα αυτοσυμπυκνούμενων σκυροδεμάτων (ΑΣΣ) παρασκευασμένα με ελληνικά υλικά. [Internet] [Thesis]. Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ); 2009. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/10442/hedi/28234.

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

Council of Science Editors:

Anagnostopoulos N. Μηχανικά χαρακτηριστικά και ανθεκτικότητα αυτοσυμπυκνούμενων σκυροδεμάτων (ΑΣΣ) παρασκευασμένα με ελληνικά υλικά. [Thesis]. Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ); 2009. Available from: http://hdl.handle.net/10442/hedi/28234

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


Queensland University of Technology

6. Jelvehpour, Ali. Development of a transient gradient enhanced non local continuum damage mechanics model for masonry.

Degree: 2016, Queensland University of Technology

 Due to the advent of varied types of masonry systems a comprehensive failure mechanism of masonry essential for the understanding of its behaviour is impossible… (more)

Subjects/Keywords: Continuum damage mechanics; Transient gradient enhanced nonlocal; Interfacial transition zone; Variable Poisson's ratio; Homogenisation; Masonry; Constitutive model; Damage evolution law; Drystack masonry; Failure envelope

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APA (6th Edition):

Jelvehpour, A. (2016). Development of a transient gradient enhanced non local continuum damage mechanics model for masonry. (Thesis). Queensland University of Technology. Retrieved from http://eprints.qut.edu.au/93365/

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):

Jelvehpour, Ali. “Development of a transient gradient enhanced non local continuum damage mechanics model for masonry.” 2016. Thesis, Queensland University of Technology. Accessed April 08, 2020. http://eprints.qut.edu.au/93365/.

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

MLA Handbook (7th Edition):

Jelvehpour, Ali. “Development of a transient gradient enhanced non local continuum damage mechanics model for masonry.” 2016. Web. 08 Apr 2020.

Vancouver:

Jelvehpour A. Development of a transient gradient enhanced non local continuum damage mechanics model for masonry. [Internet] [Thesis]. Queensland University of Technology; 2016. [cited 2020 Apr 08]. Available from: http://eprints.qut.edu.au/93365/.

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

Council of Science Editors:

Jelvehpour A. Development of a transient gradient enhanced non local continuum damage mechanics model for masonry. [Thesis]. Queensland University of Technology; 2016. Available from: http://eprints.qut.edu.au/93365/

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


Brno University of Technology

7. Vyhlídal, Michal. Základní rysy porušování vybraných stavebních kompozitů v blízkosti rozhraní plniva a matrice .

Degree: 2016, Brno University of Technology

 Cílem této práce je analyzovat chování cementového kompozitu v závislosti na vlastnostech mezifázové přechodové vrstvy (ITZ). První část práce je teoretická a zabývá se vznikem… (more)

Subjects/Keywords: Beton; mezifázová přechodová vrstva; lomová mechanika; faktor intenzity napětí; metoda konečných prvků; Concrete; the interfacial transition zone; fracture mechanics; stress intensity factor; finite element method

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APA (6th Edition):

Vyhlídal, M. (2016). Základní rysy porušování vybraných stavebních kompozitů v blízkosti rozhraní plniva a matrice . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/62871

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):

Vyhlídal, Michal. “Základní rysy porušování vybraných stavebních kompozitů v blízkosti rozhraní plniva a matrice .” 2016. Thesis, Brno University of Technology. Accessed April 08, 2020. http://hdl.handle.net/11012/62871.

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

MLA Handbook (7th Edition):

Vyhlídal, Michal. “Základní rysy porušování vybraných stavebních kompozitů v blízkosti rozhraní plniva a matrice .” 2016. Web. 08 Apr 2020.

Vancouver:

Vyhlídal M. Základní rysy porušování vybraných stavebních kompozitů v blízkosti rozhraní plniva a matrice . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/11012/62871.

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

Council of Science Editors:

Vyhlídal M. Základní rysy porušování vybraných stavebních kompozitů v blízkosti rozhraní plniva a matrice . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/62871

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


Brno University of Technology

8. Skriňáková, Eva. Optimalizace složení betonů s využitím plniv z recyklovaných betonů .

Degree: 2016, Brno University of Technology

 Betón ako stavebný materiál podlieha neustálej inovácii a vďaka pokrokovým technológiám a množstvám výskumov sa jeho vlastnosti stále vylepšujú. Je logické, že čím viac betónu… (more)

Subjects/Keywords: kamenivo z recyklovaného betónu; betón; vylepšovanie; prímesm; mikromletý vápenec; vysokopecná troska; mikrosilika; recyklácia; tranzitná zóna; prírodné kamenivo; recycled concrete aggregate; concrete; improving; addition; limestone powder; blast furnace slag; silica fume; recycling; interfacial transition zone; natural aggregate

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APA (6th Edition):

Skriňáková, E. (2016). Optimalizace složení betonů s využitím plniv z recyklovaných betonů . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57621

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):

Skriňáková, Eva. “Optimalizace složení betonů s využitím plniv z recyklovaných betonů .” 2016. Thesis, Brno University of Technology. Accessed April 08, 2020. http://hdl.handle.net/11012/57621.

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

MLA Handbook (7th Edition):

Skriňáková, Eva. “Optimalizace složení betonů s využitím plniv z recyklovaných betonů .” 2016. Web. 08 Apr 2020.

Vancouver:

Skriňáková E. Optimalizace složení betonů s využitím plniv z recyklovaných betonů . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/11012/57621.

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

Council of Science Editors:

Skriňáková E. Optimalizace složení betonů s využitím plniv z recyklovaných betonů . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/57621

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


Brno University of Technology

9. Vyhlídal, Michal. Porušování vybraných stavebních kompozitů v blízkosti rozhraní plniva a matrice .

Degree: 2018, Brno University of Technology

 Rozhraní mezi zrnem kameniva a matricí představuje v cementových kompozitech nejslabší článek. Aktuálnost tématu je o to větší zejména u vysokohodnotných a vysokopevnostních betonů, kde… (more)

Subjects/Keywords: Cementový kompozit; mezifázová přechodová vrstva; zkouška tříbodovým ohybem; nanoindentace; rastrovací elektronová mikroskopie; metoda konečných prvků; zobecněná lomová mechanika; Cementitious composite; interfacial transition zone; three-point bending fracture test; nanoindentation; scanning electron microscopy; finite element method; generalized fracture mechanics

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

APA (6th Edition):

Vyhlídal, M. (2018). Porušování vybraných stavebních kompozitů v blízkosti rozhraní plniva a matrice . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/70570

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):

Vyhlídal, Michal. “Porušování vybraných stavebních kompozitů v blízkosti rozhraní plniva a matrice .” 2018. Thesis, Brno University of Technology. Accessed April 08, 2020. http://hdl.handle.net/11012/70570.

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

MLA Handbook (7th Edition):

Vyhlídal, Michal. “Porušování vybraných stavebních kompozitů v blízkosti rozhraní plniva a matrice .” 2018. Web. 08 Apr 2020.

Vancouver:

Vyhlídal M. Porušování vybraných stavebních kompozitů v blízkosti rozhraní plniva a matrice . [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/11012/70570.

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

Council of Science Editors:

Vyhlídal M. Porušování vybraných stavebních kompozitů v blízkosti rozhraní plniva a matrice . [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/70570

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

10. Brand, Alexander Sebastian. Interfacial transition zone composition and bonding in cementitious materials with asphalt-coated particles.

Degree: PhD, Civil Engineering, 2015, University of Illinois – Urbana-Champaign

 The use of reclaimed asphalt pavement (RAP) as a partial replacement of coarse aggregate in concrete paving mixtures has seen recent interest as a result… (more)

Subjects/Keywords: Concrete microstructure; interfacial transition zone; reclaimed asphalt pavement; fractionated reclaimed asphalt pavement; scanning electron microscopy; backscattered electron microscopy; image analysis; bond energy; slab capacity; recycled concrete aggregate; steel furnace slag aggregate; electric arc furnace slag; basic oxygen furnace slag; autoclave expansion; free calcium oxide

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

APA (6th Edition):

Brand, A. S. (2015). Interfacial transition zone composition and bonding in cementitious materials with asphalt-coated particles. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/88969

Chicago Manual of Style (16th Edition):

Brand, Alexander Sebastian. “Interfacial transition zone composition and bonding in cementitious materials with asphalt-coated particles.” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed April 08, 2020. http://hdl.handle.net/2142/88969.

MLA Handbook (7th Edition):

Brand, Alexander Sebastian. “Interfacial transition zone composition and bonding in cementitious materials with asphalt-coated particles.” 2015. Web. 08 Apr 2020.

Vancouver:

Brand AS. Interfacial transition zone composition and bonding in cementitious materials with asphalt-coated particles. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/2142/88969.

Council of Science Editors:

Brand AS. Interfacial transition zone composition and bonding in cementitious materials with asphalt-coated particles. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/88969

.