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You searched for subject:(Concrete Concrete Bi material Interface). Showing records 1 – 30 of 23853 total matches.

[1] [2] [3] [4] [5] … [796]

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Indian Institute of Science

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

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 09, 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. 09 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 09]. 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


University of Waterloo

2. Johnson, Marc. Investigation of Parameters Effecting Concrete Core Performance for Quality Control and Assurance.

Degree: 2019, University of Waterloo

 The ever-evolving concrete construction industry has required stronger concrete, faster turnarounds, and better durability. To achieve this, the concrete mixtures have changed drastically, including a… (more)

Subjects/Keywords: concrete; concrete cores; material properties

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APA (6th Edition):

Johnson, M. (2019). Investigation of Parameters Effecting Concrete Core Performance for Quality Control and Assurance. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/14550

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):

Johnson, Marc. “Investigation of Parameters Effecting Concrete Core Performance for Quality Control and Assurance.” 2019. Thesis, University of Waterloo. Accessed April 09, 2020. http://hdl.handle.net/10012/14550.

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

MLA Handbook (7th Edition):

Johnson, Marc. “Investigation of Parameters Effecting Concrete Core Performance for Quality Control and Assurance.” 2019. Web. 09 Apr 2020.

Vancouver:

Johnson M. Investigation of Parameters Effecting Concrete Core Performance for Quality Control and Assurance. [Internet] [Thesis]. University of Waterloo; 2019. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/10012/14550.

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

Council of Science Editors:

Johnson M. Investigation of Parameters Effecting Concrete Core Performance for Quality Control and Assurance. [Thesis]. University of Waterloo; 2019. Available from: http://hdl.handle.net/10012/14550

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

3. Tran, Nhu Cuong. Développement d'un modèle d'interface acier-béton à haute température : modélisation des structures en béton exposées au feu : Development of a steel-concrete interface behaviour at high temperature : modeling concrete structures subjected to fire.

Degree: Docteur es, Génie Civil, 2011, Université Paris-Est

Le comportement des structures en béton armé (BA) et en béton précontraint (BP) exposées au feu est une thématique de recherche importante en génie civil.… (more)

Subjects/Keywords: Interface béton-acier; Feu; Thermomécanique; Nonlinéarité des matériaux; Modélisation des structures; Béton armé; Steel-concrete interface; Fire; Thermomechanical; Material nonlinearity; Structural modeling; Reinforced concrete

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APA (6th Edition):

Tran, N. C. (2011). Développement d'un modèle d'interface acier-béton à haute température : modélisation des structures en béton exposées au feu : Development of a steel-concrete interface behaviour at high temperature : modeling concrete structures subjected to fire. (Doctoral Dissertation). Université Paris-Est. Retrieved from http://www.theses.fr/2011PEST1124

Chicago Manual of Style (16th Edition):

Tran, Nhu Cuong. “Développement d'un modèle d'interface acier-béton à haute température : modélisation des structures en béton exposées au feu : Development of a steel-concrete interface behaviour at high temperature : modeling concrete structures subjected to fire.” 2011. Doctoral Dissertation, Université Paris-Est. Accessed April 09, 2020. http://www.theses.fr/2011PEST1124.

MLA Handbook (7th Edition):

Tran, Nhu Cuong. “Développement d'un modèle d'interface acier-béton à haute température : modélisation des structures en béton exposées au feu : Development of a steel-concrete interface behaviour at high temperature : modeling concrete structures subjected to fire.” 2011. Web. 09 Apr 2020.

Vancouver:

Tran NC. Développement d'un modèle d'interface acier-béton à haute température : modélisation des structures en béton exposées au feu : Development of a steel-concrete interface behaviour at high temperature : modeling concrete structures subjected to fire. [Internet] [Doctoral dissertation]. Université Paris-Est; 2011. [cited 2020 Apr 09]. Available from: http://www.theses.fr/2011PEST1124.

Council of Science Editors:

Tran NC. Développement d'un modèle d'interface acier-béton à haute température : modélisation des structures en béton exposées au feu : Development of a steel-concrete interface behaviour at high temperature : modeling concrete structures subjected to fire. [Doctoral Dissertation]. Université Paris-Est; 2011. Available from: http://www.theses.fr/2011PEST1124


University of Hong Kong

4. 李彦; Li, Yan. Properties of mortars with binary and ternary blended cementitious materials.

Degree: M. Phil., 2012, University of Hong Kong

During the past few decades, concrete technology has been developing rapidly followed with huge popularity of high-performance concrete (HPC). However, the mix design for HPC… (more)

Subjects/Keywords: Concrete.

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APA (6th Edition):

李彦; Li, Y. (2012). Properties of mortars with binary and ternary blended cementitious materials. (Masters Thesis). University of Hong Kong. Retrieved from Li, Y. [李彦]. (2012). Properties of mortars with binary and ternary blended cementitious materials. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4833009 ; http://dx.doi.org/10.5353/th_b4833009 ; http://hdl.handle.net/10722/173879

Chicago Manual of Style (16th Edition):

李彦; Li, Yan. “Properties of mortars with binary and ternary blended cementitious materials.” 2012. Masters Thesis, University of Hong Kong. Accessed April 09, 2020. Li, Y. [李彦]. (2012). Properties of mortars with binary and ternary blended cementitious materials. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4833009 ; http://dx.doi.org/10.5353/th_b4833009 ; http://hdl.handle.net/10722/173879.

MLA Handbook (7th Edition):

李彦; Li, Yan. “Properties of mortars with binary and ternary blended cementitious materials.” 2012. Web. 09 Apr 2020.

Vancouver:

李彦; Li Y. Properties of mortars with binary and ternary blended cementitious materials. [Internet] [Masters thesis]. University of Hong Kong; 2012. [cited 2020 Apr 09]. Available from: Li, Y. [李彦]. (2012). Properties of mortars with binary and ternary blended cementitious materials. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4833009 ; http://dx.doi.org/10.5353/th_b4833009 ; http://hdl.handle.net/10722/173879.

Council of Science Editors:

李彦; Li Y. Properties of mortars with binary and ternary blended cementitious materials. [Masters Thesis]. University of Hong Kong; 2012. Available from: Li, Y. [李彦]. (2012). Properties of mortars with binary and ternary blended cementitious materials. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4833009 ; http://dx.doi.org/10.5353/th_b4833009 ; http://hdl.handle.net/10722/173879


Delft University of Technology

5. Mulder, J. Stroming van beton in diepwanden:.

Degree: 2011, Delft University of Technology

 During the construction of a station of the north south line in Amsterdam a leak in the diaphragm wall lead to severe damage to adjacent… (more)

Subjects/Keywords: concrete

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APA (6th Edition):

Mulder, J. (2011). Stroming van beton in diepwanden:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:eb008e62-3165-493d-9e61-80183eebb119

Chicago Manual of Style (16th Edition):

Mulder, J. “Stroming van beton in diepwanden:.” 2011. Masters Thesis, Delft University of Technology. Accessed April 09, 2020. http://resolver.tudelft.nl/uuid:eb008e62-3165-493d-9e61-80183eebb119.

MLA Handbook (7th Edition):

Mulder, J. “Stroming van beton in diepwanden:.” 2011. Web. 09 Apr 2020.

Vancouver:

Mulder J. Stroming van beton in diepwanden:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2020 Apr 09]. Available from: http://resolver.tudelft.nl/uuid:eb008e62-3165-493d-9e61-80183eebb119.

Council of Science Editors:

Mulder J. Stroming van beton in diepwanden:. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:eb008e62-3165-493d-9e61-80183eebb119


Universidade Nova

6. Rocha, Daphne Wojciechowski. Flexural strengthening by means of a arc overlay in the tension zone.

Degree: 2012, Universidade Nova

Dissertação para obtenção do Grau de Mestre em Engenharia Civil – Perfil de Estruturas

Reinforced concrete structures may be flexurally strengthened in the tension zone… (more)

Subjects/Keywords: Reinforced concrete; Structural strengthening; Interface; Adherence; Connectors

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APA (6th Edition):

Rocha, D. W. (2012). Flexural strengthening by means of a arc overlay in the tension zone. (Thesis). Universidade Nova. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/8850

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):

Rocha, Daphne Wojciechowski. “Flexural strengthening by means of a arc overlay in the tension zone.” 2012. Thesis, Universidade Nova. Accessed April 09, 2020. http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/8850.

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

MLA Handbook (7th Edition):

Rocha, Daphne Wojciechowski. “Flexural strengthening by means of a arc overlay in the tension zone.” 2012. Web. 09 Apr 2020.

Vancouver:

Rocha DW. Flexural strengthening by means of a arc overlay in the tension zone. [Internet] [Thesis]. Universidade Nova; 2012. [cited 2020 Apr 09]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/8850.

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

Council of Science Editors:

Rocha DW. Flexural strengthening by means of a arc overlay in the tension zone. [Thesis]. Universidade Nova; 2012. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/8850

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


Anna University

7. Balamurugan G. An experimental investigation on the use of quarry dust as a replacement material in concrete;.

Degree: An experimental investigation on the use of quarry dust as a replacement material in concrete, 2015, Anna University

River sand the most commonly used fine aggregate in concrete is newlinevery expensive now Day by day the cost of sand is increasing due to… (more)

Subjects/Keywords: Civil engineering; material in concrete; quarry dust

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APA (6th Edition):

G, B. (2015). An experimental investigation on the use of quarry dust as a replacement material in concrete;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/49431

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):

G, Balamurugan. “An experimental investigation on the use of quarry dust as a replacement material in concrete;.” 2015. Thesis, Anna University. Accessed April 09, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/49431.

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

MLA Handbook (7th Edition):

G, Balamurugan. “An experimental investigation on the use of quarry dust as a replacement material in concrete;.” 2015. Web. 09 Apr 2020.

Vancouver:

G B. An experimental investigation on the use of quarry dust as a replacement material in concrete;. [Internet] [Thesis]. Anna University; 2015. [cited 2020 Apr 09]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/49431.

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

Council of Science Editors:

G B. An experimental investigation on the use of quarry dust as a replacement material in concrete;. [Thesis]. Anna University; 2015. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/49431

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


Virginia Tech

8. Kaufman, Bradley Richard. Sacred Space.

Degree: M. Arch., Architecture, 2017, Virginia Tech

 This thesis is an exploration of the historical, societal, and individual as well as material factors that contribute to the constructing of space, and in… (more)

Subjects/Keywords: Sacred space; Concrete; Material; Light; Proportion

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APA (6th Edition):

Kaufman, B. R. (2017). Sacred Space. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/75172

Chicago Manual of Style (16th Edition):

Kaufman, Bradley Richard. “Sacred Space.” 2017. Masters Thesis, Virginia Tech. Accessed April 09, 2020. http://hdl.handle.net/10919/75172.

MLA Handbook (7th Edition):

Kaufman, Bradley Richard. “Sacred Space.” 2017. Web. 09 Apr 2020.

Vancouver:

Kaufman BR. Sacred Space. [Internet] [Masters thesis]. Virginia Tech; 2017. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/10919/75172.

Council of Science Editors:

Kaufman BR. Sacred Space. [Masters Thesis]. Virginia Tech; 2017. Available from: http://hdl.handle.net/10919/75172


University of Edinburgh

9. Knox, Joanne Jennefer. Aspects of modelling plain and reinforced concrete at elevated temperatures.

Degree: PhD, 2012, University of Edinburgh

 Extreme events such as the Mont Blanc Tunnel fire in 1999 (Bettelini et al. 2001) or the Windsor Tower fire in 2005 (Calavera et al.… (more)

Subjects/Keywords: 620.1; concrete; elevated temperature; material properties

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APA (6th Edition):

Knox, J. J. (2012). Aspects of modelling plain and reinforced concrete at elevated temperatures. (Doctoral Dissertation). University of Edinburgh. Retrieved from http://hdl.handle.net/1842/7713

Chicago Manual of Style (16th Edition):

Knox, Joanne Jennefer. “Aspects of modelling plain and reinforced concrete at elevated temperatures.” 2012. Doctoral Dissertation, University of Edinburgh. Accessed April 09, 2020. http://hdl.handle.net/1842/7713.

MLA Handbook (7th Edition):

Knox, Joanne Jennefer. “Aspects of modelling plain and reinforced concrete at elevated temperatures.” 2012. Web. 09 Apr 2020.

Vancouver:

Knox JJ. Aspects of modelling plain and reinforced concrete at elevated temperatures. [Internet] [Doctoral dissertation]. University of Edinburgh; 2012. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/1842/7713.

Council of Science Editors:

Knox JJ. Aspects of modelling plain and reinforced concrete at elevated temperatures. [Doctoral Dissertation]. University of Edinburgh; 2012. Available from: http://hdl.handle.net/1842/7713


University of Toronto

10. Dehghan Najmabadi, Alireza. Durability testing protocols for concrete made with alternative binders and recycled materials.

Degree: PhD, 2018, University of Toronto

 Recent strategies to reduce the carbon footprint and environmental impact of concrete include the reduction or elimination of portland cement and utilization of waste materials.… (more)

Subjects/Keywords: alkali activated material; concrete; durability; geopolymer; 0543

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APA (6th Edition):

Dehghan Najmabadi, A. (2018). Durability testing protocols for concrete made with alternative binders and recycled materials. (Doctoral Dissertation). University of Toronto. Retrieved from http://hdl.handle.net/1807/89790

Chicago Manual of Style (16th Edition):

Dehghan Najmabadi, Alireza. “Durability testing protocols for concrete made with alternative binders and recycled materials.” 2018. Doctoral Dissertation, University of Toronto. Accessed April 09, 2020. http://hdl.handle.net/1807/89790.

MLA Handbook (7th Edition):

Dehghan Najmabadi, Alireza. “Durability testing protocols for concrete made with alternative binders and recycled materials.” 2018. Web. 09 Apr 2020.

Vancouver:

Dehghan Najmabadi A. Durability testing protocols for concrete made with alternative binders and recycled materials. [Internet] [Doctoral dissertation]. University of Toronto; 2018. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/1807/89790.

Council of Science Editors:

Dehghan Najmabadi A. Durability testing protocols for concrete made with alternative binders and recycled materials. [Doctoral Dissertation]. University of Toronto; 2018. Available from: http://hdl.handle.net/1807/89790


Queens University

11. Michaud, Katherine. Evaluation of the Environmental, Material, and Structural Performance of Recycled Aggregate Concrete .

Degree: Civil Engineering, 2015, Queens University

Concrete is the most commonly used building material in the construction industry, and contributes to 52% of construction and demolition waste in Canada. Recycled concrete(more)

Subjects/Keywords: Structural; Material; Environmental; Recycled Concrete Aggregate

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APA (6th Edition):

Michaud, K. (2015). Evaluation of the Environmental, Material, and Structural Performance of Recycled Aggregate Concrete . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/13138

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):

Michaud, Katherine. “Evaluation of the Environmental, Material, and Structural Performance of Recycled Aggregate Concrete .” 2015. Thesis, Queens University. Accessed April 09, 2020. http://hdl.handle.net/1974/13138.

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

MLA Handbook (7th Edition):

Michaud, Katherine. “Evaluation of the Environmental, Material, and Structural Performance of Recycled Aggregate Concrete .” 2015. Web. 09 Apr 2020.

Vancouver:

Michaud K. Evaluation of the Environmental, Material, and Structural Performance of Recycled Aggregate Concrete . [Internet] [Thesis]. Queens University; 2015. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/1974/13138.

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

Council of Science Editors:

Michaud K. Evaluation of the Environmental, Material, and Structural Performance of Recycled Aggregate Concrete . [Thesis]. Queens University; 2015. Available from: http://hdl.handle.net/1974/13138

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

12. Lan, Xin. Stress Intensity Factors of the Edge Interfacial Cracks for Arbitrary Material Combinations : 任意の材料組み合わせを考慮した縁界面き裂の応力拡大係数に関する研究.

Degree: 博士(工学), 2017, Kyushu Institute of Technology / 九州工業大学

Singular stress fields exist around the areas of the edge interface corners for two materials which are bonded together. And the presence of cracks affects… (more)

Subjects/Keywords: edge interface crack; stress intenssity fachrs; material combinatins; londing strength; elashc bi-material strip

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

APA (6th Edition):

Lan, X. (2017). Stress Intensity Factors of the Edge Interfacial Cracks for Arbitrary Material Combinations : 任意の材料組み合わせを考慮した縁界面き裂の応力拡大係数に関する研究. (Thesis). Kyushu Institute of Technology / 九州工業大学. Retrieved from http://hdl.handle.net/10228/4947

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):

Lan, Xin. “Stress Intensity Factors of the Edge Interfacial Cracks for Arbitrary Material Combinations : 任意の材料組み合わせを考慮した縁界面き裂の応力拡大係数に関する研究.” 2017. Thesis, Kyushu Institute of Technology / 九州工業大学. Accessed April 09, 2020. http://hdl.handle.net/10228/4947.

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

MLA Handbook (7th Edition):

Lan, Xin. “Stress Intensity Factors of the Edge Interfacial Cracks for Arbitrary Material Combinations : 任意の材料組み合わせを考慮した縁界面き裂の応力拡大係数に関する研究.” 2017. Web. 09 Apr 2020.

Vancouver:

Lan X. Stress Intensity Factors of the Edge Interfacial Cracks for Arbitrary Material Combinations : 任意の材料組み合わせを考慮した縁界面き裂の応力拡大係数に関する研究. [Internet] [Thesis]. Kyushu Institute of Technology / 九州工業大学; 2017. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/10228/4947.

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

Council of Science Editors:

Lan X. Stress Intensity Factors of the Edge Interfacial Cracks for Arbitrary Material Combinations : 任意の材料組み合わせを考慮した縁界面き裂の応力拡大係数に関する研究. [Thesis]. Kyushu Institute of Technology / 九州工業大学; 2017. Available from: http://hdl.handle.net/10228/4947

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


University of Arizona

13. Toufigh, Vahid. Testing and Evaluation of Confined Polymer Concrete Pile with Carbon Fiber Sleeve .

Degree: 2013, University of Arizona

 The goal of this research is to investigate the behavior of polymer concrete confined with a carbon fiber sleeve used as a pile foundation. To… (more)

Subjects/Keywords: Cement Concrete; Direct Shear Test; Interface; Pile Foundation; Polymer Concrete; Civil Engineering; Carbon Fiber Sleeve

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APA (6th Edition):

Toufigh, V. (2013). Testing and Evaluation of Confined Polymer Concrete Pile with Carbon Fiber Sleeve . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/293492

Chicago Manual of Style (16th Edition):

Toufigh, Vahid. “Testing and Evaluation of Confined Polymer Concrete Pile with Carbon Fiber Sleeve .” 2013. Doctoral Dissertation, University of Arizona. Accessed April 09, 2020. http://hdl.handle.net/10150/293492.

MLA Handbook (7th Edition):

Toufigh, Vahid. “Testing and Evaluation of Confined Polymer Concrete Pile with Carbon Fiber Sleeve .” 2013. Web. 09 Apr 2020.

Vancouver:

Toufigh V. Testing and Evaluation of Confined Polymer Concrete Pile with Carbon Fiber Sleeve . [Internet] [Doctoral dissertation]. University of Arizona; 2013. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/10150/293492.

Council of Science Editors:

Toufigh V. Testing and Evaluation of Confined Polymer Concrete Pile with Carbon Fiber Sleeve . [Doctoral Dissertation]. University of Arizona; 2013. Available from: http://hdl.handle.net/10150/293492


Brno University of Technology

14. Kratochvílová, Denisa. Vlastnosti kompozitů s polymerní matricí a dlouhovláknovou výztuží .

Degree: 2019, Brno University of Technology

 Jelikož mají FRP kompozity vysoké pevnosti v tahu ve směru vláken a dobré trvanlivosti, jsou stále častěji využívány na opravy, modernizaci a rekonstrukci betonových konstrukcí.… (more)

Subjects/Keywords: Kompozitní materiál; FRP kompozit; vlákna; matrice; výztuž; beton; recyklace; porozita; soudržnost; rozhraní; Composite material; FRP composite; fibres; matrix; reinforcement; concrete; recycling; porosity; cohesion; interface

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

APA (6th Edition):

Kratochvílová, D. (2019). Vlastnosti kompozitů s polymerní matricí a dlouhovláknovou výztuží . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/137935

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):

Kratochvílová, Denisa. “Vlastnosti kompozitů s polymerní matricí a dlouhovláknovou výztuží .” 2019. Thesis, Brno University of Technology. Accessed April 09, 2020. http://hdl.handle.net/11012/137935.

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

MLA Handbook (7th Edition):

Kratochvílová, Denisa. “Vlastnosti kompozitů s polymerní matricí a dlouhovláknovou výztuží .” 2019. Web. 09 Apr 2020.

Vancouver:

Kratochvílová D. Vlastnosti kompozitů s polymerní matricí a dlouhovláknovou výztuží . [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/11012/137935.

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

Council of Science Editors:

Kratochvílová D. Vlastnosti kompozitů s polymerní matricí a dlouhovláknovou výztuží . [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/137935

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

15. Leal da Silva Wilson Ricardo. Fuzzy logic-based expert systems applied to concrete technology .

Degree: 2013, Czech University of Technology

 To increase competitiveness and cost reduction, the concrete industry is constantly developing solutions to optimize their production process and ensure quality. Moreover, considering short deadlines,… (more)

Subjects/Keywords: concrete industry; concrete technology; expert system; fuzzy logic; material modeling; quality control.

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APA (6th Edition):

Ricardo, L. d. S. W. (2013). Fuzzy logic-based expert systems applied to concrete technology . (Thesis). Czech University of Technology. Retrieved from http://hdl.handle.net/10467/15361

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):

Ricardo, Leal da Silva Wilson. “Fuzzy logic-based expert systems applied to concrete technology .” 2013. Thesis, Czech University of Technology. Accessed April 09, 2020. http://hdl.handle.net/10467/15361.

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

MLA Handbook (7th Edition):

Ricardo, Leal da Silva Wilson. “Fuzzy logic-based expert systems applied to concrete technology .” 2013. Web. 09 Apr 2020.

Vancouver:

Ricardo LdSW. Fuzzy logic-based expert systems applied to concrete technology . [Internet] [Thesis]. Czech University of Technology; 2013. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/10467/15361.

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

Council of Science Editors:

Ricardo LdSW. Fuzzy logic-based expert systems applied to concrete technology . [Thesis]. Czech University of Technology; 2013. Available from: http://hdl.handle.net/10467/15361

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


University of Wisconsin – Milwaukee

16. Pradoto, Rani G K. The Effect of Mechano-Chemical Activation of Fly Ash- Nanoparticle Blends on Performance of Cement Based Composites and Self-consolidating Concrete.

Degree: PhD, Engineering, 2016, University of Wisconsin – Milwaukee

  Other than water, portland cement concrete is the most used commodity. Major parts of civil and transportation infrastructure, including bridges, roadway pavements, dams, and… (more)

Subjects/Keywords: Concrete Material; Mechano-Chemical Activation; Nanoparticles; Self Consolidating Concrete; Strength; Sustainable Development; Civil Engineering; Engineering

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APA (6th Edition):

Pradoto, R. G. K. (2016). The Effect of Mechano-Chemical Activation of Fly Ash- Nanoparticle Blends on Performance of Cement Based Composites and Self-consolidating Concrete. (Doctoral Dissertation). University of Wisconsin – Milwaukee. Retrieved from https://dc.uwm.edu/etd/1189

Chicago Manual of Style (16th Edition):

Pradoto, Rani G K. “The Effect of Mechano-Chemical Activation of Fly Ash- Nanoparticle Blends on Performance of Cement Based Composites and Self-consolidating Concrete.” 2016. Doctoral Dissertation, University of Wisconsin – Milwaukee. Accessed April 09, 2020. https://dc.uwm.edu/etd/1189.

MLA Handbook (7th Edition):

Pradoto, Rani G K. “The Effect of Mechano-Chemical Activation of Fly Ash- Nanoparticle Blends on Performance of Cement Based Composites and Self-consolidating Concrete.” 2016. Web. 09 Apr 2020.

Vancouver:

Pradoto RGK. The Effect of Mechano-Chemical Activation of Fly Ash- Nanoparticle Blends on Performance of Cement Based Composites and Self-consolidating Concrete. [Internet] [Doctoral dissertation]. University of Wisconsin – Milwaukee; 2016. [cited 2020 Apr 09]. Available from: https://dc.uwm.edu/etd/1189.

Council of Science Editors:

Pradoto RGK. The Effect of Mechano-Chemical Activation of Fly Ash- Nanoparticle Blends on Performance of Cement Based Composites and Self-consolidating Concrete. [Doctoral Dissertation]. University of Wisconsin – Milwaukee; 2016. Available from: https://dc.uwm.edu/etd/1189


University of Melbourne

17. Shanaka, Kasun. Ductility design of very-high strength concrete columns (100 MPa-150 MPa).

Degree: 2016, University of Melbourne

 Design and construction of super-tall buildings is becoming more popular around the globe due to land scarcity in metropolitan areas as a result of rapid… (more)

Subjects/Keywords: very-high strength concrete; column; ductility design; stress-strain; confined concrete; material ductility

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APA (6th Edition):

Shanaka, K. (2016). Ductility design of very-high strength concrete columns (100 MPa-150 MPa). (Doctoral Dissertation). University of Melbourne. Retrieved from http://hdl.handle.net/11343/118626

Chicago Manual of Style (16th Edition):

Shanaka, Kasun. “Ductility design of very-high strength concrete columns (100 MPa-150 MPa).” 2016. Doctoral Dissertation, University of Melbourne. Accessed April 09, 2020. http://hdl.handle.net/11343/118626.

MLA Handbook (7th Edition):

Shanaka, Kasun. “Ductility design of very-high strength concrete columns (100 MPa-150 MPa).” 2016. Web. 09 Apr 2020.

Vancouver:

Shanaka K. Ductility design of very-high strength concrete columns (100 MPa-150 MPa). [Internet] [Doctoral dissertation]. University of Melbourne; 2016. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/11343/118626.

Council of Science Editors:

Shanaka K. Ductility design of very-high strength concrete columns (100 MPa-150 MPa). [Doctoral Dissertation]. University of Melbourne; 2016. Available from: http://hdl.handle.net/11343/118626

18. Yu, Linwen. Étude du développement de la corrosion dans le béton armé fissuré et de la performance mécanique de poutres en béton armé corrodées.

Degree: PhD, Génie civil, 2016, Université de Sherbrooke

 Abstract : One of the aims of the thesis is to study corrosion development in cracked concrete, in relation to the effect of concrete cover… (more)

Subjects/Keywords: Reinforced concrete; Corrosion; Chlorides; Damage; Steel-concrete interface; Mechanical performance; Béton armé; Chlorures; Interface acier-béton; Endommagement; Propriétés mécaniques résiduelles

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

APA (6th Edition):

Yu, L. (2016). Étude du développement de la corrosion dans le béton armé fissuré et de la performance mécanique de poutres en béton armé corrodées. (Doctoral Dissertation). Université de Sherbrooke. Retrieved from http://www.collectionscanada.gc.ca/obj/thesescanada/vol2/QSHERU/TC-QSHERU-11143_8791.pdf ; http://savoirs.usherbrooke.ca/bitstream/11143/8791/3/Yu_Linwen_PhD_2016.pdf

Chicago Manual of Style (16th Edition):

Yu, Linwen. “Étude du développement de la corrosion dans le béton armé fissuré et de la performance mécanique de poutres en béton armé corrodées.” 2016. Doctoral Dissertation, Université de Sherbrooke. Accessed April 09, 2020. http://www.collectionscanada.gc.ca/obj/thesescanada/vol2/QSHERU/TC-QSHERU-11143_8791.pdf ; http://savoirs.usherbrooke.ca/bitstream/11143/8791/3/Yu_Linwen_PhD_2016.pdf.

MLA Handbook (7th Edition):

Yu, Linwen. “Étude du développement de la corrosion dans le béton armé fissuré et de la performance mécanique de poutres en béton armé corrodées.” 2016. Web. 09 Apr 2020.

Vancouver:

Yu L. Étude du développement de la corrosion dans le béton armé fissuré et de la performance mécanique de poutres en béton armé corrodées. [Internet] [Doctoral dissertation]. Université de Sherbrooke; 2016. [cited 2020 Apr 09]. Available from: http://www.collectionscanada.gc.ca/obj/thesescanada/vol2/QSHERU/TC-QSHERU-11143_8791.pdf ; http://savoirs.usherbrooke.ca/bitstream/11143/8791/3/Yu_Linwen_PhD_2016.pdf.

Council of Science Editors:

Yu L. Étude du développement de la corrosion dans le béton armé fissuré et de la performance mécanique de poutres en béton armé corrodées. [Doctoral Dissertation]. Université de Sherbrooke; 2016. Available from: http://www.collectionscanada.gc.ca/obj/thesescanada/vol2/QSHERU/TC-QSHERU-11143_8791.pdf ; http://savoirs.usherbrooke.ca/bitstream/11143/8791/3/Yu_Linwen_PhD_2016.pdf


Université de Sherbrooke

19. Yu, Linwen. Étude du développement de la corrosion dans le béton armé fissuré et de la performance mécanique de poutres en béton armé corrodées .

Degree: 2016, Université de Sherbrooke

 Abstract : One of the aims of the thesis is to study corrosion development in cracked concrete, in relation to the effect of concrete cover… (more)

Subjects/Keywords: Reinforced concrete; Corrosion; Chlorides; Damage; Steel-concrete interface; Mechanical performance; Béton armé; Chlorures; Interface acier-béton; Endommagement; Propriétés mécaniques résiduelles

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

APA (6th Edition):

Yu, L. (2016). Étude du développement de la corrosion dans le béton armé fissuré et de la performance mécanique de poutres en béton armé corrodées . (Doctoral Dissertation). Université de Sherbrooke. Retrieved from http://hdl.handle.net/11143/8791

Chicago Manual of Style (16th Edition):

Yu, Linwen. “Étude du développement de la corrosion dans le béton armé fissuré et de la performance mécanique de poutres en béton armé corrodées .” 2016. Doctoral Dissertation, Université de Sherbrooke. Accessed April 09, 2020. http://hdl.handle.net/11143/8791.

MLA Handbook (7th Edition):

Yu, Linwen. “Étude du développement de la corrosion dans le béton armé fissuré et de la performance mécanique de poutres en béton armé corrodées .” 2016. Web. 09 Apr 2020.

Vancouver:

Yu L. Étude du développement de la corrosion dans le béton armé fissuré et de la performance mécanique de poutres en béton armé corrodées . [Internet] [Doctoral dissertation]. Université de Sherbrooke; 2016. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/11143/8791.

Council of Science Editors:

Yu L. Étude du développement de la corrosion dans le béton armé fissuré et de la performance mécanique de poutres en béton armé corrodées . [Doctoral Dissertation]. Université de Sherbrooke; 2016. Available from: http://hdl.handle.net/11143/8791

20. Richard, Benjamin. Modélisation d'éléments de structure en béton armé dégradés par corrosion : la problématique de l'interface acier/béton en présence de corrosion : Modelling of reinforced concrete structures subjected to corrosion : the specific case of the steel/concrete interface with corrosion.

Degree: Docteur es, Mécanique, génie mécanique, génie civil, 2010, Université Paris-Est

Une des causes majeures responsables de la perte de performance des ouvrages en béton armé (fissuration excessive, perte de capacité portante) peut être imputée à… (more)

Subjects/Keywords: Interface acier/béton; Béton; Endommagement; Non local; Réseaux bayésiens; Steel/concrete interface; Concrete; Damage; Non local; Bayesian networks

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

APA (6th Edition):

Richard, B. (2010). Modélisation d'éléments de structure en béton armé dégradés par corrosion : la problématique de l'interface acier/béton en présence de corrosion : Modelling of reinforced concrete structures subjected to corrosion : the specific case of the steel/concrete interface with corrosion. (Doctoral Dissertation). Université Paris-Est. Retrieved from http://www.theses.fr/2010PEST1087

Chicago Manual of Style (16th Edition):

Richard, Benjamin. “Modélisation d'éléments de structure en béton armé dégradés par corrosion : la problématique de l'interface acier/béton en présence de corrosion : Modelling of reinforced concrete structures subjected to corrosion : the specific case of the steel/concrete interface with corrosion.” 2010. Doctoral Dissertation, Université Paris-Est. Accessed April 09, 2020. http://www.theses.fr/2010PEST1087.

MLA Handbook (7th Edition):

Richard, Benjamin. “Modélisation d'éléments de structure en béton armé dégradés par corrosion : la problématique de l'interface acier/béton en présence de corrosion : Modelling of reinforced concrete structures subjected to corrosion : the specific case of the steel/concrete interface with corrosion.” 2010. Web. 09 Apr 2020.

Vancouver:

Richard B. Modélisation d'éléments de structure en béton armé dégradés par corrosion : la problématique de l'interface acier/béton en présence de corrosion : Modelling of reinforced concrete structures subjected to corrosion : the specific case of the steel/concrete interface with corrosion. [Internet] [Doctoral dissertation]. Université Paris-Est; 2010. [cited 2020 Apr 09]. Available from: http://www.theses.fr/2010PEST1087.

Council of Science Editors:

Richard B. Modélisation d'éléments de structure en béton armé dégradés par corrosion : la problématique de l'interface acier/béton en présence de corrosion : Modelling of reinforced concrete structures subjected to corrosion : the specific case of the steel/concrete interface with corrosion. [Doctoral Dissertation]. Université Paris-Est; 2010. Available from: http://www.theses.fr/2010PEST1087

21. Manouchehr, Mehrtash. NUMERICAL STUDY OF CRACK PROPAGATION OF COMPOSITE-TO–METAL INTERFACE FOR MODE I & II.

Degree: 2013, , School of Engineering

Adhesive joints have become an important and useful method in bonding similar and dissimilar structural materials in many industries. In order to characterize strength… (more)

Subjects/Keywords: Adhesive joints; Bi-material interface; DCB; ENF; Mode I ⅈ Numerical simulation

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

APA (6th Edition):

Manouchehr, M. (2013). NUMERICAL STUDY OF CRACK PROPAGATION OF COMPOSITE-TO–METAL INTERFACE FOR MODE I & II. (Thesis). , School of Engineering. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:bth-4294

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):

Manouchehr, Mehrtash. “NUMERICAL STUDY OF CRACK PROPAGATION OF COMPOSITE-TO–METAL INTERFACE FOR MODE I & II.” 2013. Thesis, , School of Engineering. Accessed April 09, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:bth-4294.

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

MLA Handbook (7th Edition):

Manouchehr, Mehrtash. “NUMERICAL STUDY OF CRACK PROPAGATION OF COMPOSITE-TO–METAL INTERFACE FOR MODE I & II.” 2013. Web. 09 Apr 2020.

Vancouver:

Manouchehr M. NUMERICAL STUDY OF CRACK PROPAGATION OF COMPOSITE-TO–METAL INTERFACE FOR MODE I & II. [Internet] [Thesis]. , School of Engineering; 2013. [cited 2020 Apr 09]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:bth-4294.

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

Council of Science Editors:

Manouchehr M. NUMERICAL STUDY OF CRACK PROPAGATION OF COMPOSITE-TO–METAL INTERFACE FOR MODE I & II. [Thesis]. , School of Engineering; 2013. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:bth-4294

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


Brunel University

22. Suwan, Teewara. Development of self-cured geopolymer cement.

Degree: PhD, 2016, Brunel University

 To support the concept of environmentally friendly materials and sustainable development, the low-carbon cementitious materials have been extensively studied to reduce amount of CO2 emission… (more)

Subjects/Keywords: 666; Construction material; Geopolymer cement; Cement and concrete; Engineering material; Material science

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

APA (6th Edition):

Suwan, T. (2016). Development of self-cured geopolymer cement. (Doctoral Dissertation). Brunel University. Retrieved from http://bura.brunel.ac.uk/handle/2438/12975 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.690874

Chicago Manual of Style (16th Edition):

Suwan, Teewara. “Development of self-cured geopolymer cement.” 2016. Doctoral Dissertation, Brunel University. Accessed April 09, 2020. http://bura.brunel.ac.uk/handle/2438/12975 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.690874.

MLA Handbook (7th Edition):

Suwan, Teewara. “Development of self-cured geopolymer cement.” 2016. Web. 09 Apr 2020.

Vancouver:

Suwan T. Development of self-cured geopolymer cement. [Internet] [Doctoral dissertation]. Brunel University; 2016. [cited 2020 Apr 09]. Available from: http://bura.brunel.ac.uk/handle/2438/12975 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.690874.

Council of Science Editors:

Suwan T. Development of self-cured geopolymer cement. [Doctoral Dissertation]. Brunel University; 2016. Available from: http://bura.brunel.ac.uk/handle/2438/12975 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.690874

23. Behrouzi, Anahid A. Impact of cross section, web reinforcement and load history on the seismic performance of slender concrete walls.

Degree: PhD, Civil Engineering, 2016, University of Illinois – Urbana-Champaign

 Many reinforced concrete buildings in seismic regions employ reinforced concrete shear walls as part of the lateral force resisting system and these walls often have… (more)

Subjects/Keywords: Reinforced Concrete Walls; Structural Walls; Flanged Walls; Bi-directional Loading; Web Reinforcement

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

APA (6th Edition):

Behrouzi, A. A. (2016). Impact of cross section, web reinforcement and load history on the seismic performance of slender concrete walls. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/95368

Chicago Manual of Style (16th Edition):

Behrouzi, Anahid A. “Impact of cross section, web reinforcement and load history on the seismic performance of slender concrete walls.” 2016. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed April 09, 2020. http://hdl.handle.net/2142/95368.

MLA Handbook (7th Edition):

Behrouzi, Anahid A. “Impact of cross section, web reinforcement and load history on the seismic performance of slender concrete walls.” 2016. Web. 09 Apr 2020.

Vancouver:

Behrouzi AA. Impact of cross section, web reinforcement and load history on the seismic performance of slender concrete walls. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2016. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/2142/95368.

Council of Science Editors:

Behrouzi AA. Impact of cross section, web reinforcement and load history on the seismic performance of slender concrete walls. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2016. Available from: http://hdl.handle.net/2142/95368


Vilnius Gediminas Technical University

24. Gavrilova, Vera. Putbetonio gamybos technologijos studija, tyrimai ir rekomendacijos įrengiant statinių atitvaras.

Degree: Master, Civil Enginering, 2008, Vilnius Gediminas Technical University

Akytojo betono gamyba yra plačiai paplitusi Lietuvoje, Rusijoje, Lenkijoje, Čekijoje, Švedijoje, ir kitose šalyse. Tačiau ten yra gaminami didesnio tankio (500 – 800 ) konstrukciniai… (more)

Subjects/Keywords: Akytasis betonas; Beautoklavis putų betonas; Termoizoliacinė medžiaga; Konstrukcinė medžiaga; Kompozitai; Porous concrete; Non-autoclaved porous concrete; Thermoinsulation material; Constructive material; Compositions

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APA (6th Edition):

Gavrilova, Vera. (2008). Putbetonio gamybos technologijos studija, tyrimai ir rekomendacijos įrengiant statinių atitvaras. (Masters Thesis). Vilnius Gediminas Technical University. Retrieved from http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2008~D_20080620_105743-82756 ;

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

Chicago Manual of Style (16th Edition):

Gavrilova, Vera. “Putbetonio gamybos technologijos studija, tyrimai ir rekomendacijos įrengiant statinių atitvaras.” 2008. Masters Thesis, Vilnius Gediminas Technical University. Accessed April 09, 2020. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2008~D_20080620_105743-82756 ;.

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

MLA Handbook (7th Edition):

Gavrilova, Vera. “Putbetonio gamybos technologijos studija, tyrimai ir rekomendacijos įrengiant statinių atitvaras.” 2008. Web. 09 Apr 2020.

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

Vancouver:

Gavrilova, Vera. Putbetonio gamybos technologijos studija, tyrimai ir rekomendacijos įrengiant statinių atitvaras. [Internet] [Masters thesis]. Vilnius Gediminas Technical University; 2008. [cited 2020 Apr 09]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2008~D_20080620_105743-82756 ;.

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

Council of Science Editors:

Gavrilova, Vera. Putbetonio gamybos technologijos studija, tyrimai ir rekomendacijos įrengiant statinių atitvaras. [Masters Thesis]. Vilnius Gediminas Technical University; 2008. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2008~D_20080620_105743-82756 ;

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


Curtin University of Technology

25. Batmunkh, Narantuya. Engineering characteristics of construction waste for Western Australian road and highway materials .

Degree: 2011, Curtin University of Technology

 This study examines the use of concrete waste by-products as a new source of road construction material in Western Australia (WA). The amount of construction… (more)

Subjects/Keywords: recycled concrete; road construction material; natural rock aggregate; Western Australia; base; concrete waste by-products; flexible pavement; sub-base course material

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

APA (6th Edition):

Batmunkh, N. (2011). Engineering characteristics of construction waste for Western Australian road and highway materials . (Thesis). Curtin University of Technology. Retrieved from http://hdl.handle.net/20.500.11937/1839

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):

Batmunkh, Narantuya. “Engineering characteristics of construction waste for Western Australian road and highway materials .” 2011. Thesis, Curtin University of Technology. Accessed April 09, 2020. http://hdl.handle.net/20.500.11937/1839.

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

MLA Handbook (7th Edition):

Batmunkh, Narantuya. “Engineering characteristics of construction waste for Western Australian road and highway materials .” 2011. Web. 09 Apr 2020.

Vancouver:

Batmunkh N. Engineering characteristics of construction waste for Western Australian road and highway materials . [Internet] [Thesis]. Curtin University of Technology; 2011. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/20.500.11937/1839.

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

Council of Science Editors:

Batmunkh N. Engineering characteristics of construction waste for Western Australian road and highway materials . [Thesis]. Curtin University of Technology; 2011. Available from: http://hdl.handle.net/20.500.11937/1839

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

26. Nguyen, Nhan Hoa. Dégradation du béton armé sous actions sévères : Etude du comportement résiduel de l’adhérence à l’aide de la technique d’émission acoustique : Degradation of reinforced concrete under severe actions : Study of residual behaviour of adherence using acoustic emission technique.

Degree: Docteur es, Génie civil, 2014, Rennes, INSA

De nos jours, le béton est le matériau de construction le plus utilisé dans le monde en raison de ses performances mécaniques, sa facilité de… (more)

Subjects/Keywords: Essai d’arrachement; Interface acier-béton; Concrete  – Deterioration; Reinforced concrete  – Cracking; Effect of temperature on reinforced concrete; Reinforced concrete  – Corrosion; Acoustical engineering; 624.18

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

APA (6th Edition):

Nguyen, N. H. (2014). Dégradation du béton armé sous actions sévères : Etude du comportement résiduel de l’adhérence à l’aide de la technique d’émission acoustique : Degradation of reinforced concrete under severe actions : Study of residual behaviour of adherence using acoustic emission technique. (Doctoral Dissertation). Rennes, INSA. Retrieved from http://www.theses.fr/2014ISAR0019

Chicago Manual of Style (16th Edition):

Nguyen, Nhan Hoa. “Dégradation du béton armé sous actions sévères : Etude du comportement résiduel de l’adhérence à l’aide de la technique d’émission acoustique : Degradation of reinforced concrete under severe actions : Study of residual behaviour of adherence using acoustic emission technique.” 2014. Doctoral Dissertation, Rennes, INSA. Accessed April 09, 2020. http://www.theses.fr/2014ISAR0019.

MLA Handbook (7th Edition):

Nguyen, Nhan Hoa. “Dégradation du béton armé sous actions sévères : Etude du comportement résiduel de l’adhérence à l’aide de la technique d’émission acoustique : Degradation of reinforced concrete under severe actions : Study of residual behaviour of adherence using acoustic emission technique.” 2014. Web. 09 Apr 2020.

Vancouver:

Nguyen NH. Dégradation du béton armé sous actions sévères : Etude du comportement résiduel de l’adhérence à l’aide de la technique d’émission acoustique : Degradation of reinforced concrete under severe actions : Study of residual behaviour of adherence using acoustic emission technique. [Internet] [Doctoral dissertation]. Rennes, INSA; 2014. [cited 2020 Apr 09]. Available from: http://www.theses.fr/2014ISAR0019.

Council of Science Editors:

Nguyen NH. Dégradation du béton armé sous actions sévères : Etude du comportement résiduel de l’adhérence à l’aide de la technique d’émission acoustique : Degradation of reinforced concrete under severe actions : Study of residual behaviour of adherence using acoustic emission technique. [Doctoral Dissertation]. Rennes, INSA; 2014. Available from: http://www.theses.fr/2014ISAR0019

27. Massey, Joshua Brice. Experimental investigation of shear transfer between concrete interfaces.

Degree: MSin Engineering, Civil Engineering, 2014, University of Texas – Austin

 This experimental program was focused on the effect of surface geometry (shear keys) on the transmission of shear forces between concrete cast against a hardened… (more)

Subjects/Keywords: Concrete; Shear; Friction; Interface

…of concrete-to-concrete interface shear10. However, there remain few sources on the effect… …the transfer of shear across an interface between two pieces of concrete as well as the… …interface between concrete cast against an existing concrete surface are the amount of steel… …Equation 4 Area of concrete interface, in2 Area of interface reinforcement in2 Minimum… …compressive strength of concrete on either side of interface, psi Yield strength of reinforcement… 

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

APA (6th Edition):

Massey, J. B. (2014). Experimental investigation of shear transfer between concrete interfaces. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/40939

Chicago Manual of Style (16th Edition):

Massey, Joshua Brice. “Experimental investigation of shear transfer between concrete interfaces.” 2014. Masters Thesis, University of Texas – Austin. Accessed April 09, 2020. http://hdl.handle.net/2152/40939.

MLA Handbook (7th Edition):

Massey, Joshua Brice. “Experimental investigation of shear transfer between concrete interfaces.” 2014. Web. 09 Apr 2020.

Vancouver:

Massey JB. Experimental investigation of shear transfer between concrete interfaces. [Internet] [Masters thesis]. University of Texas – Austin; 2014. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/2152/40939.

Council of Science Editors:

Massey JB. Experimental investigation of shear transfer between concrete interfaces. [Masters Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/40939

28. SLEVIN, MICHAEL. Interface shear behaviour of precast prestressed concrete beams with slebers webs in beam and slab construction.

Degree: School of Engineering. Disc of Civil Structural & Environmental Eng, 2019, Trinity College Dublin

 All over the world precast prestressed concrete bridge beams are commonly used in small to medium sized highway and railway bridges, i.e. 20-50m spans. The… (more)

Subjects/Keywords: Interface Shear; Horizontal Shear; Longitudinal shear; Prestressed concrete; Bridge beams

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

APA (6th Edition):

SLEVIN, M. (2019). Interface shear behaviour of precast prestressed concrete beams with slebers webs in beam and slab construction. (Thesis). Trinity College Dublin. Retrieved from http://hdl.handle.net/2262/90864

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):

SLEVIN, MICHAEL. “Interface shear behaviour of precast prestressed concrete beams with slebers webs in beam and slab construction.” 2019. Thesis, Trinity College Dublin. Accessed April 09, 2020. http://hdl.handle.net/2262/90864.

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

MLA Handbook (7th Edition):

SLEVIN, MICHAEL. “Interface shear behaviour of precast prestressed concrete beams with slebers webs in beam and slab construction.” 2019. Web. 09 Apr 2020.

Vancouver:

SLEVIN M. Interface shear behaviour of precast prestressed concrete beams with slebers webs in beam and slab construction. [Internet] [Thesis]. Trinity College Dublin; 2019. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/2262/90864.

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

Council of Science Editors:

SLEVIN M. Interface shear behaviour of precast prestressed concrete beams with slebers webs in beam and slab construction. [Thesis]. Trinity College Dublin; 2019. Available from: http://hdl.handle.net/2262/90864

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


Anna University

29. Senthil vadivel T. Performance study on tyre rubber aggregate concrete an experimental and analytical investigation;.

Degree: Tyre rubber aggregate concrete, 2014, Anna University

This research is concerned with the strength deflection ductility and durability investigation of a new innovative construction material named as Tyre Rubber Aggregate Concrete TRAC… (more)

Subjects/Keywords: Civil engineering; Construction material; Tyre rubber aggregate concrete

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

APA (6th Edition):

T, S. v. (2014). Performance study on tyre rubber aggregate concrete an experimental and analytical investigation;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/22957

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):

T, Senthil vadivel. “Performance study on tyre rubber aggregate concrete an experimental and analytical investigation;.” 2014. Thesis, Anna University. Accessed April 09, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/22957.

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

MLA Handbook (7th Edition):

T, Senthil vadivel. “Performance study on tyre rubber aggregate concrete an experimental and analytical investigation;.” 2014. Web. 09 Apr 2020.

Vancouver:

T Sv. Performance study on tyre rubber aggregate concrete an experimental and analytical investigation;. [Internet] [Thesis]. Anna University; 2014. [cited 2020 Apr 09]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/22957.

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

Council of Science Editors:

T Sv. Performance study on tyre rubber aggregate concrete an experimental and analytical investigation;. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/22957

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


University of Pretoria

30. Elsaigh, Walied Ali Musa Hussein. Modelling the behaviour of steel fibre reinforced concrete pavements.

Degree: PhD, Civil Engineering, 2008, University of Pretoria

 Steel Fibre Reinforced Concrete (SFRC) is defined as concrete containing randomly oriented discrete steel fibres. The main incentive of adding steel fibres to concrete is… (more)

Subjects/Keywords: Reinforced concrete; Steel fibre; Composite material; Ground slabs; UCTD

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

APA (6th Edition):

Elsaigh, W. A. M. (2008). Modelling the behaviour of steel fibre reinforced concrete pavements. (Doctoral Dissertation). University of Pretoria. Retrieved from http://hdl.handle.net/2263/25825

Chicago Manual of Style (16th Edition):

Elsaigh, Walied Ali Musa. “Modelling the behaviour of steel fibre reinforced concrete pavements.” 2008. Doctoral Dissertation, University of Pretoria. Accessed April 09, 2020. http://hdl.handle.net/2263/25825.

MLA Handbook (7th Edition):

Elsaigh, Walied Ali Musa. “Modelling the behaviour of steel fibre reinforced concrete pavements.” 2008. Web. 09 Apr 2020.

Vancouver:

Elsaigh WAM. Modelling the behaviour of steel fibre reinforced concrete pavements. [Internet] [Doctoral dissertation]. University of Pretoria; 2008. [cited 2020 Apr 09]. Available from: http://hdl.handle.net/2263/25825.

Council of Science Editors:

Elsaigh WAM. Modelling the behaviour of steel fibre reinforced concrete pavements. [Doctoral Dissertation]. University of Pretoria; 2008. Available from: http://hdl.handle.net/2263/25825

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