Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for subject:(Debonding). Showing records 1 – 30 of 94 total matches.

[1] [2] [3] [4]

Search Limiters

Last 2 Years | English Only

Degrees

Levels

▼ Search Limiters


University of Florida

1. Hernando Arroba, David. Localized Interface Debonding as a Potential Mechanism of Near-Surface Longitudinal Cracking in Asphalt Pavements.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2017, University of Florida

 This dissertation describes a comprehensive modeling effort aimed at examining the potential link between localized interface debonding and near-surface longitudinal cracking in the wheelpath of… (more)

Subjects/Keywords: asphalt  – cracking  – debonding  – interface

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Hernando Arroba, D. (2017). Localized Interface Debonding as a Potential Mechanism of Near-Surface Longitudinal Cracking in Asphalt Pavements. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0051371

Chicago Manual of Style (16th Edition):

Hernando Arroba, David. “Localized Interface Debonding as a Potential Mechanism of Near-Surface Longitudinal Cracking in Asphalt Pavements.” 2017. Doctoral Dissertation, University of Florida. Accessed January 23, 2019. http://ufdc.ufl.edu/UFE0051371.

MLA Handbook (7th Edition):

Hernando Arroba, David. “Localized Interface Debonding as a Potential Mechanism of Near-Surface Longitudinal Cracking in Asphalt Pavements.” 2017. Web. 23 Jan 2019.

Vancouver:

Hernando Arroba D. Localized Interface Debonding as a Potential Mechanism of Near-Surface Longitudinal Cracking in Asphalt Pavements. [Internet] [Doctoral dissertation]. University of Florida; 2017. [cited 2019 Jan 23]. Available from: http://ufdc.ufl.edu/UFE0051371.

Council of Science Editors:

Hernando Arroba D. Localized Interface Debonding as a Potential Mechanism of Near-Surface Longitudinal Cracking in Asphalt Pavements. [Doctoral Dissertation]. University of Florida; 2017. Available from: http://ufdc.ufl.edu/UFE0051371

2. Santos Junior, Jose Hermenergildo dos. Avaliação do esmalte dentário antes e após a colagem e descolagem de braquetes ortodônticos.

Degree: PhD, Ortodontia, 2009, University of São Paulo

 O objetivo deste trabalho foi avaliar a quantidade de resina residual após a descolagem de braquetes e a perda e/ou desgaste de esmalte ocorrido durante… (more)

Subjects/Keywords: Braquetes Ortodônticos; Debonding; Orthodontic brackets; Orthodontics; Ortodontia

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Santos Junior, J. H. d. (2009). Avaliação do esmalte dentário antes e após a colagem e descolagem de braquetes ortodônticos. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/23/23151/tde-08042009-114516/ ;

Chicago Manual of Style (16th Edition):

Santos Junior, Jose Hermenergildo dos. “Avaliação do esmalte dentário antes e após a colagem e descolagem de braquetes ortodônticos.” 2009. Doctoral Dissertation, University of São Paulo. Accessed January 23, 2019. http://www.teses.usp.br/teses/disponiveis/23/23151/tde-08042009-114516/ ;.

MLA Handbook (7th Edition):

Santos Junior, Jose Hermenergildo dos. “Avaliação do esmalte dentário antes e após a colagem e descolagem de braquetes ortodônticos.” 2009. Web. 23 Jan 2019.

Vancouver:

Santos Junior JHd. Avaliação do esmalte dentário antes e após a colagem e descolagem de braquetes ortodônticos. [Internet] [Doctoral dissertation]. University of São Paulo; 2009. [cited 2019 Jan 23]. Available from: http://www.teses.usp.br/teses/disponiveis/23/23151/tde-08042009-114516/ ;.

Council of Science Editors:

Santos Junior JHd. Avaliação do esmalte dentário antes e após a colagem e descolagem de braquetes ortodônticos. [Doctoral Dissertation]. University of São Paulo; 2009. Available from: http://www.teses.usp.br/teses/disponiveis/23/23151/tde-08042009-114516/ ;

3. Zontsika, Nöel Alain. Modélisation multiéchelle du couplage élasto-plasticité-endommagement par décohésion en grandes déformations : Multiscale modeling of damage elastoplasticity coupling by debonding following large deformations.

Degree: Docteur es, Mécanique options Matériaux, 2014, Paris 13

Depuis quelques décennies, l’élaboration et l’étude des propriétés physiques et mécaniques des microstructures UFG et NC se sont fortement développées. L’intérêt croissant suscité par ces… (more)

Subjects/Keywords: Décohésion; Grains ultrafins; Debonding; Ultrafine grains

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zontsika, N. A. (2014). Modélisation multiéchelle du couplage élasto-plasticité-endommagement par décohésion en grandes déformations : Multiscale modeling of damage elastoplasticity coupling by debonding following large deformations. (Doctoral Dissertation). Paris 13. Retrieved from http://www.theses.fr/2014PA132024

Chicago Manual of Style (16th Edition):

Zontsika, Nöel Alain. “Modélisation multiéchelle du couplage élasto-plasticité-endommagement par décohésion en grandes déformations : Multiscale modeling of damage elastoplasticity coupling by debonding following large deformations.” 2014. Doctoral Dissertation, Paris 13. Accessed January 23, 2019. http://www.theses.fr/2014PA132024.

MLA Handbook (7th Edition):

Zontsika, Nöel Alain. “Modélisation multiéchelle du couplage élasto-plasticité-endommagement par décohésion en grandes déformations : Multiscale modeling of damage elastoplasticity coupling by debonding following large deformations.” 2014. Web. 23 Jan 2019.

Vancouver:

Zontsika NA. Modélisation multiéchelle du couplage élasto-plasticité-endommagement par décohésion en grandes déformations : Multiscale modeling of damage elastoplasticity coupling by debonding following large deformations. [Internet] [Doctoral dissertation]. Paris 13; 2014. [cited 2019 Jan 23]. Available from: http://www.theses.fr/2014PA132024.

Council of Science Editors:

Zontsika NA. Modélisation multiéchelle du couplage élasto-plasticité-endommagement par décohésion en grandes déformations : Multiscale modeling of damage elastoplasticity coupling by debonding following large deformations. [Doctoral Dissertation]. Paris 13; 2014. Available from: http://www.theses.fr/2014PA132024


Purdue University

4. Levine, Stephen E. Dynamic transverse debondong of a single s-2 fiber.

Degree: MSin Aeronautics and Astronautics, Aeronautics and Astronautics, 2016, Purdue University

  Fiber reinforced composites are becoming increasingly common due to their high strength to weight ratios as compared to more conventional materials. Along with this… (more)

Subjects/Keywords: Applied sciences; Composites; Debonding; Dynamic loading; Kolsky bars; Transverse debonding; Aerospace Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Levine, S. E. (2016). Dynamic transverse debondong of a single s-2 fiber. (Thesis). Purdue University. Retrieved from http://docs.lib.purdue.edu/open_access_theses/787

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):

Levine, Stephen E. “Dynamic transverse debondong of a single s-2 fiber.” 2016. Thesis, Purdue University. Accessed January 23, 2019. http://docs.lib.purdue.edu/open_access_theses/787.

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

MLA Handbook (7th Edition):

Levine, Stephen E. “Dynamic transverse debondong of a single s-2 fiber.” 2016. Web. 23 Jan 2019.

Vancouver:

Levine SE. Dynamic transverse debondong of a single s-2 fiber. [Internet] [Thesis]. Purdue University; 2016. [cited 2019 Jan 23]. Available from: http://docs.lib.purdue.edu/open_access_theses/787.

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

Council of Science Editors:

Levine SE. Dynamic transverse debondong of a single s-2 fiber. [Thesis]. Purdue University; 2016. Available from: http://docs.lib.purdue.edu/open_access_theses/787

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


Virginia Tech

5. Mukherjee, Bikramjit. Interfacial debonding from a sandwiched elastomer layer.

Degree: PhD, Engineering Science and Mechanics, 2016, Virginia Tech

 The problem of a thin elastomeric layer confined between two stiff adherends arises in numerous applications such as microelectronics, bio-inspired adhesion and the manufacture of… (more)

Subjects/Keywords: Cohesive zone model (CZM); Traction-separation (TS) relation; adhesion; elastomeric adhesive; interfacial debonding; adhesion-induced instability; wavy debonding; fracture mechanics; confinement; preferential debonding; pull-off force; demolding

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mukherjee, B. (2016). Interfacial debonding from a sandwiched elastomer layer. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/71464

Chicago Manual of Style (16th Edition):

Mukherjee, Bikramjit. “Interfacial debonding from a sandwiched elastomer layer.” 2016. Doctoral Dissertation, Virginia Tech. Accessed January 23, 2019. http://hdl.handle.net/10919/71464.

MLA Handbook (7th Edition):

Mukherjee, Bikramjit. “Interfacial debonding from a sandwiched elastomer layer.” 2016. Web. 23 Jan 2019.

Vancouver:

Mukherjee B. Interfacial debonding from a sandwiched elastomer layer. [Internet] [Doctoral dissertation]. Virginia Tech; 2016. [cited 2019 Jan 23]. Available from: http://hdl.handle.net/10919/71464.

Council of Science Editors:

Mukherjee B. Interfacial debonding from a sandwiched elastomer layer. [Doctoral Dissertation]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/71464


University of Newcastle Upon Tyne

6. Sohrabi, Mohammad Reza. Thin layered systems for the repair and protection of concrete structures.

Degree: PhD, 1996, University of Newcastle Upon Tyne

 Thin layered systems can be considered as a solution to the repair and protection of concrete structures. This subject was studied in the current investigation.… (more)

Subjects/Keywords: 624; Delamination; Debonding; Plasticizers; Polymers

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Sohrabi, M. R. (1996). Thin layered systems for the repair and protection of concrete structures. (Doctoral Dissertation). University of Newcastle Upon Tyne. Retrieved from http://hdl.handle.net/10443/485

Chicago Manual of Style (16th Edition):

Sohrabi, Mohammad Reza. “Thin layered systems for the repair and protection of concrete structures.” 1996. Doctoral Dissertation, University of Newcastle Upon Tyne. Accessed January 23, 2019. http://hdl.handle.net/10443/485.

MLA Handbook (7th Edition):

Sohrabi, Mohammad Reza. “Thin layered systems for the repair and protection of concrete structures.” 1996. Web. 23 Jan 2019.

Vancouver:

Sohrabi MR. Thin layered systems for the repair and protection of concrete structures. [Internet] [Doctoral dissertation]. University of Newcastle Upon Tyne; 1996. [cited 2019 Jan 23]. Available from: http://hdl.handle.net/10443/485.

Council of Science Editors:

Sohrabi MR. Thin layered systems for the repair and protection of concrete structures. [Doctoral Dissertation]. University of Newcastle Upon Tyne; 1996. Available from: http://hdl.handle.net/10443/485


University of Utah

7. Hansen, Christian Nels. Effects of fiber waviness on compressively loaded unidirectional composites.

Degree: MS, Mechanical Engineering, 2012, University of Utah

 Effects of periodic fiber waviness on the compression strength of unidirectional composites were investigated. A fabrication method for constructing idealized unidirectional glass/epoxy composites containing uniform… (more)

Subjects/Keywords: Composites; Compression strength; Debonding; Fiber waviness; Interfacial strength

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Hansen, C. N. (2012). Effects of fiber waviness on compressively loaded unidirectional composites. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/645/rec/820

Chicago Manual of Style (16th Edition):

Hansen, Christian Nels. “Effects of fiber waviness on compressively loaded unidirectional composites.” 2012. Masters Thesis, University of Utah. Accessed January 23, 2019. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/645/rec/820.

MLA Handbook (7th Edition):

Hansen, Christian Nels. “Effects of fiber waviness on compressively loaded unidirectional composites.” 2012. Web. 23 Jan 2019.

Vancouver:

Hansen CN. Effects of fiber waviness on compressively loaded unidirectional composites. [Internet] [Masters thesis]. University of Utah; 2012. [cited 2019 Jan 23]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/645/rec/820.

Council of Science Editors:

Hansen CN. Effects of fiber waviness on compressively loaded unidirectional composites. [Masters Thesis]. University of Utah; 2012. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/645/rec/820

8. Artun, Kivanc. Durability of Concrete Beams Reinforced with Fiber Reinforced Polymers.

Degree: MS, Civil Engineering, 2012, Penn State University

 Externally bonded Fiber Reinforced Polymer Composites (FRP) are widely used for repair and strengthening of concrete members. Despite the widespread use of this technique there… (more)

Subjects/Keywords: durability; FRP; debonding; DIC

…viii LIST OF FIGURES Figure 2.1: Debonding failure types (Source: Buyukozturk et al… …8 Figure 2.3: Two common debonding locations, Plate End and an Intermeadiate Crack (… …shear stress , δ1=slip at max. shear, δf= max. slip at debonding) (Source: Yuan et… …the debonding of SG2)… …and the debonding of SG2)… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Artun, K. (2012). Durability of Concrete Beams Reinforced with Fiber Reinforced Polymers. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/15756

Chicago Manual of Style (16th Edition):

Artun, Kivanc. “Durability of Concrete Beams Reinforced with Fiber Reinforced Polymers.” 2012. Masters Thesis, Penn State University. Accessed January 23, 2019. https://etda.libraries.psu.edu/catalog/15756.

MLA Handbook (7th Edition):

Artun, Kivanc. “Durability of Concrete Beams Reinforced with Fiber Reinforced Polymers.” 2012. Web. 23 Jan 2019.

Vancouver:

Artun K. Durability of Concrete Beams Reinforced with Fiber Reinforced Polymers. [Internet] [Masters thesis]. Penn State University; 2012. [cited 2019 Jan 23]. Available from: https://etda.libraries.psu.edu/catalog/15756.

Council of Science Editors:

Artun K. Durability of Concrete Beams Reinforced with Fiber Reinforced Polymers. [Masters Thesis]. Penn State University; 2012. Available from: https://etda.libraries.psu.edu/catalog/15756


Queens University

9. Richardson, Timothy. Strengthening Damaged Reinforced Concrete Beams and Slender Columns Using Ultra-High Modulus CFRP Plates .

Degree: Civil Engineering, 2013, Queens University

 This thesis investigates the application of ultra-high modulus carbon fiber reinforced polymer (CFRP) plates to strengthen damaged reinforced concrete beams and slender columns. In the… (more)

Subjects/Keywords: debonding; Externally bonded CFRP; delamination; slenderness; modulus; buckling; loading history

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Richardson, T. (2013). Strengthening Damaged Reinforced Concrete Beams and Slender Columns Using Ultra-High Modulus CFRP Plates . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/8310

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):

Richardson, Timothy. “Strengthening Damaged Reinforced Concrete Beams and Slender Columns Using Ultra-High Modulus CFRP Plates .” 2013. Thesis, Queens University. Accessed January 23, 2019. http://hdl.handle.net/1974/8310.

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

MLA Handbook (7th Edition):

Richardson, Timothy. “Strengthening Damaged Reinforced Concrete Beams and Slender Columns Using Ultra-High Modulus CFRP Plates .” 2013. Web. 23 Jan 2019.

Vancouver:

Richardson T. Strengthening Damaged Reinforced Concrete Beams and Slender Columns Using Ultra-High Modulus CFRP Plates . [Internet] [Thesis]. Queens University; 2013. [cited 2019 Jan 23]. Available from: http://hdl.handle.net/1974/8310.

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

Council of Science Editors:

Richardson T. Strengthening Damaged Reinforced Concrete Beams and Slender Columns Using Ultra-High Modulus CFRP Plates . [Thesis]. Queens University; 2013. Available from: http://hdl.handle.net/1974/8310

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

10. RASHID, KHURAM. Behavior of interface between concrete-PCM at elevated temperature at material and member level : 高温下の材料および部材レベルでのコンクリートとPCMとの付着界面挙動.

Degree: 博士(工学), 2016, Hokkaido University / 北海道大学

 Strengthening, retrofitting, upgrading and rehabilitation of ageing infrastructure by Polymer Cement Mortar (PCM) is one of viable, economical and environment friendly solutions. Although PCM has… (more)

Subjects/Keywords: PCM; Temperature; Interfacial Bond Strength; Debonding Strength; Failure Modes; Serviceability

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

RASHID, K. (2016). Behavior of interface between concrete-PCM at elevated temperature at material and member level : 高温下の材料および部材レベルでのコンクリートとPCMとの付着界面挙動. (Thesis). Hokkaido University / 北海道大学. Retrieved from http://hdl.handle.net/2115/64510 ; http://dx.doi.org/10.14943/doctoral.k12310

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):

RASHID, KHURAM. “Behavior of interface between concrete-PCM at elevated temperature at material and member level : 高温下の材料および部材レベルでのコンクリートとPCMとの付着界面挙動.” 2016. Thesis, Hokkaido University / 北海道大学. Accessed January 23, 2019. http://hdl.handle.net/2115/64510 ; http://dx.doi.org/10.14943/doctoral.k12310.

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

MLA Handbook (7th Edition):

RASHID, KHURAM. “Behavior of interface between concrete-PCM at elevated temperature at material and member level : 高温下の材料および部材レベルでのコンクリートとPCMとの付着界面挙動.” 2016. Web. 23 Jan 2019.

Vancouver:

RASHID K. Behavior of interface between concrete-PCM at elevated temperature at material and member level : 高温下の材料および部材レベルでのコンクリートとPCMとの付着界面挙動. [Internet] [Thesis]. Hokkaido University / 北海道大学; 2016. [cited 2019 Jan 23]. Available from: http://hdl.handle.net/2115/64510 ; http://dx.doi.org/10.14943/doctoral.k12310.

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

Council of Science Editors:

RASHID K. Behavior of interface between concrete-PCM at elevated temperature at material and member level : 高温下の材料および部材レベルでのコンクリートとPCMとの付着界面挙動. [Thesis]. Hokkaido University / 北海道大学; 2016. Available from: http://hdl.handle.net/2115/64510 ; http://dx.doi.org/10.14943/doctoral.k12310

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


Curtin University of Technology

11. Hiew, Kee Hon. Investigation of performance of carbon and glass fibre strengthened concrete beams with different end anchorages .

Degree: 2012, Curtin University of Technology

 In this research, 12 reinforced concrete (RC) beams, comprising two beams as control beams, and 10 beams strengthened with fibre-reinforced polymer (FRP), were tested in… (more)

Subjects/Keywords: fibre strengthened; anchorages; flexural; composite materials; FRP; EBR; debonding

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Hiew, K. H. (2012). Investigation of performance of carbon and glass fibre strengthened concrete beams with different end anchorages . (Thesis). Curtin University of Technology. Retrieved from http://hdl.handle.net/20.500.11937/1778

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):

Hiew, Kee Hon. “Investigation of performance of carbon and glass fibre strengthened concrete beams with different end anchorages .” 2012. Thesis, Curtin University of Technology. Accessed January 23, 2019. http://hdl.handle.net/20.500.11937/1778.

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

MLA Handbook (7th Edition):

Hiew, Kee Hon. “Investigation of performance of carbon and glass fibre strengthened concrete beams with different end anchorages .” 2012. Web. 23 Jan 2019.

Vancouver:

Hiew KH. Investigation of performance of carbon and glass fibre strengthened concrete beams with different end anchorages . [Internet] [Thesis]. Curtin University of Technology; 2012. [cited 2019 Jan 23]. Available from: http://hdl.handle.net/20.500.11937/1778.

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

Council of Science Editors:

Hiew KH. Investigation of performance of carbon and glass fibre strengthened concrete beams with different end anchorages . [Thesis]. Curtin University of Technology; 2012. Available from: http://hdl.handle.net/20.500.11937/1778

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


University of Adelaide

12. Mohseni, Hasan. Damage identification in FRP-retrofitted concrete structures using linear and nonlinear guided waves.

Degree: 2018, University of Adelaide

 Structural health monitoring (SHM) involves the implementation of damage identification methods in engineering structures to ensure structural safety and integrity. The paramount importance of SHM… (more)

Subjects/Keywords: nonlinear guided waves; FRP-retrofitted concrete; higher harmonic; debonding; damage identification

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mohseni, H. (2018). Damage identification in FRP-retrofitted concrete structures using linear and nonlinear guided waves. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/115872

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):

Mohseni, Hasan. “Damage identification in FRP-retrofitted concrete structures using linear and nonlinear guided waves.” 2018. Thesis, University of Adelaide. Accessed January 23, 2019. http://hdl.handle.net/2440/115872.

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

MLA Handbook (7th Edition):

Mohseni, Hasan. “Damage identification in FRP-retrofitted concrete structures using linear and nonlinear guided waves.” 2018. Web. 23 Jan 2019.

Vancouver:

Mohseni H. Damage identification in FRP-retrofitted concrete structures using linear and nonlinear guided waves. [Internet] [Thesis]. University of Adelaide; 2018. [cited 2019 Jan 23]. Available from: http://hdl.handle.net/2440/115872.

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

Council of Science Editors:

Mohseni H. Damage identification in FRP-retrofitted concrete structures using linear and nonlinear guided waves. [Thesis]. University of Adelaide; 2018. Available from: http://hdl.handle.net/2440/115872

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

13. RASHID, KHURAM. Behavior of interface between concrete-PCM at elevated temperature at material and member level.

Degree: 博士(工学), 工学, 2016, Hokkaido University

 Strengthening, retrofitting, upgrading and rehabilitation of ageing infrastructure by Polymer Cement Mortar (PCM) is one of viable, economical and environment friendly solutions. Although PCM has… (more)

Subjects/Keywords: PCM; Temperature; Interfacial Bond Strength; Debonding Strength; Failure Modes; Serviceability

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

RASHID, K. (2016). Behavior of interface between concrete-PCM at elevated temperature at material and member level. (Doctoral Dissertation). Hokkaido University. Retrieved from http://hdl.handle.net/2115/64510

Chicago Manual of Style (16th Edition):

RASHID, KHURAM. “Behavior of interface between concrete-PCM at elevated temperature at material and member level.” 2016. Doctoral Dissertation, Hokkaido University. Accessed January 23, 2019. http://hdl.handle.net/2115/64510.

MLA Handbook (7th Edition):

RASHID, KHURAM. “Behavior of interface between concrete-PCM at elevated temperature at material and member level.” 2016. Web. 23 Jan 2019.

Vancouver:

RASHID K. Behavior of interface between concrete-PCM at elevated temperature at material and member level. [Internet] [Doctoral dissertation]. Hokkaido University; 2016. [cited 2019 Jan 23]. Available from: http://hdl.handle.net/2115/64510.

Council of Science Editors:

RASHID K. Behavior of interface between concrete-PCM at elevated temperature at material and member level. [Doctoral Dissertation]. Hokkaido University; 2016. Available from: http://hdl.handle.net/2115/64510

14. Macri, Rodrigo Teixeira. Laser de CO2 como auxiliar na remoção de bráquetes estéticos cerâmicos.

Degree: PhD, Odontopediatria, 2012, University of São Paulo

Este estudo avaliou a eficiência do uso do laser de CO2 com comprimento de onda de 10,6 m como auxiliar na remoção de bráquetes estéticos… (more)

Subjects/Keywords: braquetes ortodônticos cerâmicos; ceramic orthodontic brackets; CO2 laser; debonding; Descolagem; lasers de CO2

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Macri, R. T. (2012). Laser de CO2 como auxiliar na remoção de bráquetes estéticos cerâmicos. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/58/58135/tde-23052012-150900/ ;

Chicago Manual of Style (16th Edition):

Macri, Rodrigo Teixeira. “Laser de CO2 como auxiliar na remoção de bráquetes estéticos cerâmicos.” 2012. Doctoral Dissertation, University of São Paulo. Accessed January 23, 2019. http://www.teses.usp.br/teses/disponiveis/58/58135/tde-23052012-150900/ ;.

MLA Handbook (7th Edition):

Macri, Rodrigo Teixeira. “Laser de CO2 como auxiliar na remoção de bráquetes estéticos cerâmicos.” 2012. Web. 23 Jan 2019.

Vancouver:

Macri RT. Laser de CO2 como auxiliar na remoção de bráquetes estéticos cerâmicos. [Internet] [Doctoral dissertation]. University of São Paulo; 2012. [cited 2019 Jan 23]. Available from: http://www.teses.usp.br/teses/disponiveis/58/58135/tde-23052012-150900/ ;.

Council of Science Editors:

Macri RT. Laser de CO2 como auxiliar na remoção de bráquetes estéticos cerâmicos. [Doctoral Dissertation]. University of São Paulo; 2012. Available from: http://www.teses.usp.br/teses/disponiveis/58/58135/tde-23052012-150900/ ;

15. Salomão, Fabio Martins [UNESP]. Avaliação do esmalte dental na remoção de resíduos resinoso fluorescente com diferentes fontes luminosas.

Degree: 2017, Universidade Estadual Paulista

Objetivo: Avaliar através de simulação clínica a efetividade da remoção de resíduos fluorescentes do esmalte dental bovino, após remoção de bráquetes ortodônticos, utilizando dispositivos emissores… (more)

Subjects/Keywords: Descolagem dentária; Esmalte dentário; Fluorescência; Luz; Dental debonding; Dental enamel; Fluorescence; Light

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Salomão, F. M. [. (2017). Avaliação do esmalte dental na remoção de resíduos resinoso fluorescente com diferentes fontes luminosas. (Thesis). Universidade Estadual Paulista. Retrieved from http://hdl.handle.net/11449/152018

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):

Salomão, Fabio Martins [UNESP]. “Avaliação do esmalte dental na remoção de resíduos resinoso fluorescente com diferentes fontes luminosas.” 2017. Thesis, Universidade Estadual Paulista. Accessed January 23, 2019. http://hdl.handle.net/11449/152018.

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

MLA Handbook (7th Edition):

Salomão, Fabio Martins [UNESP]. “Avaliação do esmalte dental na remoção de resíduos resinoso fluorescente com diferentes fontes luminosas.” 2017. Web. 23 Jan 2019.

Vancouver:

Salomão FM[. Avaliação do esmalte dental na remoção de resíduos resinoso fluorescente com diferentes fontes luminosas. [Internet] [Thesis]. Universidade Estadual Paulista; 2017. [cited 2019 Jan 23]. Available from: http://hdl.handle.net/11449/152018.

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

Council of Science Editors:

Salomão FM[. Avaliação do esmalte dental na remoção de resíduos resinoso fluorescente com diferentes fontes luminosas. [Thesis]. Universidade Estadual Paulista; 2017. Available from: http://hdl.handle.net/11449/152018

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


Missouri University of Science and Technology

16. Lu, Feifei. Evaluation of bond design specifications for concrete girders strengthened with CFRP laminates.

Degree: M.S. in Civil Engineering, Civil Engineering, Missouri University of Science and Technology

 "Externally bonded carbon fiber reinforced polymer (CFRP) laminates are a feasible and economical alternative to traditional methods for strengthening and stiffening deficient reinforced concrete and… (more)

Subjects/Keywords: Bond-slip; Debonding failure; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Lu, F. (n.d.). Evaluation of bond design specifications for concrete girders strengthened with CFRP laminates. (Masters Thesis). Missouri University of Science and Technology. Retrieved from http://scholarsmine.mst.edu/masters_theses/3865

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Chicago Manual of Style (16th Edition):

Lu, Feifei. “Evaluation of bond design specifications for concrete girders strengthened with CFRP laminates.” Masters Thesis, Missouri University of Science and Technology. Accessed January 23, 2019. http://scholarsmine.mst.edu/masters_theses/3865.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

MLA Handbook (7th Edition):

Lu, Feifei. “Evaluation of bond design specifications for concrete girders strengthened with CFRP laminates.” Web. 23 Jan 2019.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

Lu F. Evaluation of bond design specifications for concrete girders strengthened with CFRP laminates. [Internet] [Masters thesis]. Missouri University of Science and Technology; [cited 2019 Jan 23]. Available from: http://scholarsmine.mst.edu/masters_theses/3865.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Council of Science Editors:

Lu F. Evaluation of bond design specifications for concrete girders strengthened with CFRP laminates. [Masters Thesis]. Missouri University of Science and Technology; Available from: http://scholarsmine.mst.edu/masters_theses/3865

Note: this citation may be lacking information needed for this citation format:
No year of publication.

17. Schwendeman, Frederick J. D. Thermal pulpal insult from laser debonding ceramic brackets.

Degree: Certificate, 1995, Oregon Health Sciences University

Subjects/Keywords: Dental Debonding; Dental Enamel; Dental Pulp

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Schwendeman, F. J. D. (1995). Thermal pulpal insult from laser debonding ceramic brackets. (Thesis). Oregon Health Sciences University. Retrieved from doi:10.6083/M4HX19X0 ; http://digitalcommons.ohsu.edu/etd/2759

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):

Schwendeman, Frederick J D. “Thermal pulpal insult from laser debonding ceramic brackets.” 1995. Thesis, Oregon Health Sciences University. Accessed January 23, 2019. doi:10.6083/M4HX19X0 ; http://digitalcommons.ohsu.edu/etd/2759.

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

MLA Handbook (7th Edition):

Schwendeman, Frederick J D. “Thermal pulpal insult from laser debonding ceramic brackets.” 1995. Web. 23 Jan 2019.

Vancouver:

Schwendeman FJD. Thermal pulpal insult from laser debonding ceramic brackets. [Internet] [Thesis]. Oregon Health Sciences University; 1995. [cited 2019 Jan 23]. Available from: doi:10.6083/M4HX19X0 ; http://digitalcommons.ohsu.edu/etd/2759.

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

Council of Science Editors:

Schwendeman FJD. Thermal pulpal insult from laser debonding ceramic brackets. [Thesis]. Oregon Health Sciences University; 1995. Available from: doi:10.6083/M4HX19X0 ; http://digitalcommons.ohsu.edu/etd/2759

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

18. Omboko, John. Evaluating the Bond Behavior Between FRP and Grooved Concrete Specimens Using Single Shear Pull Out Test.

Degree: 2017, Marquette University

 Surface preparation affects the bond behavior between Fiber Reinforcing Polymer (FRP) composite material and concrete. In this research, a special type of surface preparation known… (more)

Subjects/Keywords: Concrete; Debonding; FRP; Grooving; Single shear pull out test; Polymer Science; Structural Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Omboko, J. (2017). Evaluating the Bond Behavior Between FRP and Grooved Concrete Specimens Using Single Shear Pull Out Test. (Thesis). Marquette University. Retrieved from https://epublications.marquette.edu/theses_open/399

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):

Omboko, John. “Evaluating the Bond Behavior Between FRP and Grooved Concrete Specimens Using Single Shear Pull Out Test.” 2017. Thesis, Marquette University. Accessed January 23, 2019. https://epublications.marquette.edu/theses_open/399.

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

MLA Handbook (7th Edition):

Omboko, John. “Evaluating the Bond Behavior Between FRP and Grooved Concrete Specimens Using Single Shear Pull Out Test.” 2017. Web. 23 Jan 2019.

Vancouver:

Omboko J. Evaluating the Bond Behavior Between FRP and Grooved Concrete Specimens Using Single Shear Pull Out Test. [Internet] [Thesis]. Marquette University; 2017. [cited 2019 Jan 23]. Available from: https://epublications.marquette.edu/theses_open/399.

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

Council of Science Editors:

Omboko J. Evaluating the Bond Behavior Between FRP and Grooved Concrete Specimens Using Single Shear Pull Out Test. [Thesis]. Marquette University; 2017. Available from: https://epublications.marquette.edu/theses_open/399

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


University of Manchester

19. Abdullah, Ahmad Mahmoud. Analysis of repaired/strengthened R.C. structures using composite materials : punching shear.

Degree: PhD, 2011, University of Manchester

 Fibre reinforced plastics (FRP) have been used widely in civil engineering in order to improve the structural response (deformation and stress). Most of the current… (more)

Subjects/Keywords: 624.1834; Punching shear, prestressed FRP, debonding, critical diagonal crack; Finite element analysis

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Abdullah, A. M. (2011). Analysis of repaired/strengthened R.C. structures using composite materials : punching shear. (Doctoral Dissertation). University of Manchester. Retrieved from https://www.research.manchester.ac.uk/portal/en/theses/analysis-of-repairedstrengthened-rc-structures-using-composite-materials-punching-shear(6fd3f27c-ef35-4996-9707-09187ad10e9f).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.532219

Chicago Manual of Style (16th Edition):

Abdullah, Ahmad Mahmoud. “Analysis of repaired/strengthened R.C. structures using composite materials : punching shear.” 2011. Doctoral Dissertation, University of Manchester. Accessed January 23, 2019. https://www.research.manchester.ac.uk/portal/en/theses/analysis-of-repairedstrengthened-rc-structures-using-composite-materials-punching-shear(6fd3f27c-ef35-4996-9707-09187ad10e9f).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.532219.

MLA Handbook (7th Edition):

Abdullah, Ahmad Mahmoud. “Analysis of repaired/strengthened R.C. structures using composite materials : punching shear.” 2011. Web. 23 Jan 2019.

Vancouver:

Abdullah AM. Analysis of repaired/strengthened R.C. structures using composite materials : punching shear. [Internet] [Doctoral dissertation]. University of Manchester; 2011. [cited 2019 Jan 23]. Available from: https://www.research.manchester.ac.uk/portal/en/theses/analysis-of-repairedstrengthened-rc-structures-using-composite-materials-punching-shear(6fd3f27c-ef35-4996-9707-09187ad10e9f).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.532219.

Council of Science Editors:

Abdullah AM. Analysis of repaired/strengthened R.C. structures using composite materials : punching shear. [Doctoral Dissertation]. University of Manchester; 2011. Available from: https://www.research.manchester.ac.uk/portal/en/theses/analysis-of-repairedstrengthened-rc-structures-using-composite-materials-punching-shear(6fd3f27c-ef35-4996-9707-09187ad10e9f).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.532219


RMIT University

20. Aydin, H. A mechanics solution for predicting the durability and bond interface deterioration of environmentally loaded FRP-strengthened RC flexural members.

Degree: 2017, RMIT University

 Adhesively bonding fibre-reinforced polymer (FRP) composites to reinforced concrete (RC) members is a simple and highly effective method to restore strength, increase loading capacities and… (more)

Subjects/Keywords: Fields of Research; Reinforced concrete; Fibre-reinforced polymer; Intermediate-crack debonding; Partial-interaction theory; Durability

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Aydin, H. (2017). A mechanics solution for predicting the durability and bond interface deterioration of environmentally loaded FRP-strengthened RC flexural members. (Thesis). RMIT University. Retrieved from http://researchbank.rmit.edu.au/view/rmit:162054

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):

Aydin, H. “A mechanics solution for predicting the durability and bond interface deterioration of environmentally loaded FRP-strengthened RC flexural members.” 2017. Thesis, RMIT University. Accessed January 23, 2019. http://researchbank.rmit.edu.au/view/rmit:162054.

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

MLA Handbook (7th Edition):

Aydin, H. “A mechanics solution for predicting the durability and bond interface deterioration of environmentally loaded FRP-strengthened RC flexural members.” 2017. Web. 23 Jan 2019.

Vancouver:

Aydin H. A mechanics solution for predicting the durability and bond interface deterioration of environmentally loaded FRP-strengthened RC flexural members. [Internet] [Thesis]. RMIT University; 2017. [cited 2019 Jan 23]. Available from: http://researchbank.rmit.edu.au/view/rmit:162054.

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

Council of Science Editors:

Aydin H. A mechanics solution for predicting the durability and bond interface deterioration of environmentally loaded FRP-strengthened RC flexural members. [Thesis]. RMIT University; 2017. Available from: http://researchbank.rmit.edu.au/view/rmit:162054

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


Vanderbilt University

21. Pike, Matthew Gregory. Mechanical Modeling of Short Fiber Reinforced Composites Using the Extended Finite Element Method.

Degree: PhD, Civil Engineering, 2015, Vanderbilt University

 This dissertation presents a computational framework for the formulation and implementation of an Extended Finite Element Method (XFEM) for random short fiber reinforced composite materials.… (more)

Subjects/Keywords: cohesive zone law; interface debonding; fiber reinforced composite; random short fibers; Extended finite element method

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Pike, M. G. (2015). Mechanical Modeling of Short Fiber Reinforced Composites Using the Extended Finite Element Method. (Doctoral Dissertation). Vanderbilt University. Retrieved from http://etd.library.vanderbilt.edu/available/etd-11092015-134141/ ;

Chicago Manual of Style (16th Edition):

Pike, Matthew Gregory. “Mechanical Modeling of Short Fiber Reinforced Composites Using the Extended Finite Element Method.” 2015. Doctoral Dissertation, Vanderbilt University. Accessed January 23, 2019. http://etd.library.vanderbilt.edu/available/etd-11092015-134141/ ;.

MLA Handbook (7th Edition):

Pike, Matthew Gregory. “Mechanical Modeling of Short Fiber Reinforced Composites Using the Extended Finite Element Method.” 2015. Web. 23 Jan 2019.

Vancouver:

Pike MG. Mechanical Modeling of Short Fiber Reinforced Composites Using the Extended Finite Element Method. [Internet] [Doctoral dissertation]. Vanderbilt University; 2015. [cited 2019 Jan 23]. Available from: http://etd.library.vanderbilt.edu/available/etd-11092015-134141/ ;.

Council of Science Editors:

Pike MG. Mechanical Modeling of Short Fiber Reinforced Composites Using the Extended Finite Element Method. [Doctoral Dissertation]. Vanderbilt University; 2015. Available from: http://etd.library.vanderbilt.edu/available/etd-11092015-134141/ ;


Loughborough University

22. Khan, Mohammad Arsalan. FE investigation of failure modes at the soffit of a steel plated RC beam.

Degree: PhD, 2014, Loughborough University

 In recent decades, a significant research has been carried out towards understanding the behaviour of plated beam. Initially designed to achieve a desired capacity, the… (more)

Subjects/Keywords: 624.1; Retrofitting; RC beam; Adhesive; Debonding; Peeling; Premature failure; Cohesive zone modelling; Numerical modelling

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Khan, M. A. (2014). FE investigation of failure modes at the soffit of a steel plated RC beam. (Doctoral Dissertation). Loughborough University. Retrieved from https://dspace.lboro.ac.uk/2134/16319 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713655

Chicago Manual of Style (16th Edition):

Khan, Mohammad Arsalan. “FE investigation of failure modes at the soffit of a steel plated RC beam.” 2014. Doctoral Dissertation, Loughborough University. Accessed January 23, 2019. https://dspace.lboro.ac.uk/2134/16319 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713655.

MLA Handbook (7th Edition):

Khan, Mohammad Arsalan. “FE investigation of failure modes at the soffit of a steel plated RC beam.” 2014. Web. 23 Jan 2019.

Vancouver:

Khan MA. FE investigation of failure modes at the soffit of a steel plated RC beam. [Internet] [Doctoral dissertation]. Loughborough University; 2014. [cited 2019 Jan 23]. Available from: https://dspace.lboro.ac.uk/2134/16319 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713655.

Council of Science Editors:

Khan MA. FE investigation of failure modes at the soffit of a steel plated RC beam. [Doctoral Dissertation]. Loughborough University; 2014. Available from: https://dspace.lboro.ac.uk/2134/16319 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713655


University of Delaware

23. Tamrakar, Sandeep. Characterization of S-glass epoxy composite interface under various rates of loading .

Degree: 2018, University of Delaware

 Glass fiber reinforced epoxy composites are used extensively in military application due to their higher specific stiffness and strength and high levels of damage tolerance… (more)

Subjects/Keywords: Applied sciences; Epoxy composites; Epoxy matrix; Fiber matrix debonding; Finite Element modelling; Plastic deformation

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Tamrakar, S. (2018). Characterization of S-glass epoxy composite interface under various rates of loading . (Doctoral Dissertation). University of Delaware. Retrieved from http://udspace.udel.edu/handle/19716/23606

Chicago Manual of Style (16th Edition):

Tamrakar, Sandeep. “Characterization of S-glass epoxy composite interface under various rates of loading .” 2018. Doctoral Dissertation, University of Delaware. Accessed January 23, 2019. http://udspace.udel.edu/handle/19716/23606.

MLA Handbook (7th Edition):

Tamrakar, Sandeep. “Characterization of S-glass epoxy composite interface under various rates of loading .” 2018. Web. 23 Jan 2019.

Vancouver:

Tamrakar S. Characterization of S-glass epoxy composite interface under various rates of loading . [Internet] [Doctoral dissertation]. University of Delaware; 2018. [cited 2019 Jan 23]. Available from: http://udspace.udel.edu/handle/19716/23606.

Council of Science Editors:

Tamrakar S. Characterization of S-glass epoxy composite interface under various rates of loading . [Doctoral Dissertation]. University of Delaware; 2018. Available from: http://udspace.udel.edu/handle/19716/23606

24. Mcguirk, Geoffrey N. Development of Anchorage System for Frp Strengthening Applications Using Integrated Frp Composite Anchors.

Degree: MS, Civil Engineering, 2011, University of Massachusetts

  Over the past three decades the use of externally bonded fiber reinforced polymer (FRP) materials for structural strengthening applications has become an accepted and… (more)

Subjects/Keywords: Debonding; Concrete; FRP Anchor; FRP Sheet; Shear Strengthening; Laminate; Civil and Environmental Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mcguirk, G. N. (2011). Development of Anchorage System for Frp Strengthening Applications Using Integrated Frp Composite Anchors. (Masters Thesis). University of Massachusetts. Retrieved from https://scholarworks.umass.edu/theses/698

Chicago Manual of Style (16th Edition):

Mcguirk, Geoffrey N. “Development of Anchorage System for Frp Strengthening Applications Using Integrated Frp Composite Anchors.” 2011. Masters Thesis, University of Massachusetts. Accessed January 23, 2019. https://scholarworks.umass.edu/theses/698.

MLA Handbook (7th Edition):

Mcguirk, Geoffrey N. “Development of Anchorage System for Frp Strengthening Applications Using Integrated Frp Composite Anchors.” 2011. Web. 23 Jan 2019.

Vancouver:

Mcguirk GN. Development of Anchorage System for Frp Strengthening Applications Using Integrated Frp Composite Anchors. [Internet] [Masters thesis]. University of Massachusetts; 2011. [cited 2019 Jan 23]. Available from: https://scholarworks.umass.edu/theses/698.

Council of Science Editors:

Mcguirk GN. Development of Anchorage System for Frp Strengthening Applications Using Integrated Frp Composite Anchors. [Masters Thesis]. University of Massachusetts; 2011. Available from: https://scholarworks.umass.edu/theses/698

25. Trombini, Marion. Couplage endommagement-grandes déformations dans une modélisation multi-échelle pour composites particulaires fortement chargés : Multi-Scale Modeling of Highly-Filled Particulate Composites.

Degree: Docteur es, Mécanique des solides, des matériaux, des structures et des surfaces, 2015, Chasseneuil-du-Poitou, Ecole nationale supérieure de mécanique et d'aérotechnique

Cette thèse traite de la modélisation multi-échelle de composites particulaires fortement chargés. La méthode d’estimation, qualifiée d’“Approche Morphologique” (A.M.), repose sur une double schématisation géométrique… (more)

Subjects/Keywords: Composites énergétiques; Transition d'échelle; Morphologie; Décohésion d'interfaces; Effet de taille; Energetic Composites; Scale Transition; Morphology; Interfacial Debonding; Particle Size Effect

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Trombini, M. (2015). Couplage endommagement-grandes déformations dans une modélisation multi-échelle pour composites particulaires fortement chargés : Multi-Scale Modeling of Highly-Filled Particulate Composites. (Doctoral Dissertation). Chasseneuil-du-Poitou, Ecole nationale supérieure de mécanique et d'aérotechnique. Retrieved from http://www.theses.fr/2015ESMA0002

Chicago Manual of Style (16th Edition):

Trombini, Marion. “Couplage endommagement-grandes déformations dans une modélisation multi-échelle pour composites particulaires fortement chargés : Multi-Scale Modeling of Highly-Filled Particulate Composites.” 2015. Doctoral Dissertation, Chasseneuil-du-Poitou, Ecole nationale supérieure de mécanique et d'aérotechnique. Accessed January 23, 2019. http://www.theses.fr/2015ESMA0002.

MLA Handbook (7th Edition):

Trombini, Marion. “Couplage endommagement-grandes déformations dans une modélisation multi-échelle pour composites particulaires fortement chargés : Multi-Scale Modeling of Highly-Filled Particulate Composites.” 2015. Web. 23 Jan 2019.

Vancouver:

Trombini M. Couplage endommagement-grandes déformations dans une modélisation multi-échelle pour composites particulaires fortement chargés : Multi-Scale Modeling of Highly-Filled Particulate Composites. [Internet] [Doctoral dissertation]. Chasseneuil-du-Poitou, Ecole nationale supérieure de mécanique et d'aérotechnique; 2015. [cited 2019 Jan 23]. Available from: http://www.theses.fr/2015ESMA0002.

Council of Science Editors:

Trombini M. Couplage endommagement-grandes déformations dans une modélisation multi-échelle pour composites particulaires fortement chargés : Multi-Scale Modeling of Highly-Filled Particulate Composites. [Doctoral Dissertation]. Chasseneuil-du-Poitou, Ecole nationale supérieure de mécanique et d'aérotechnique; 2015. Available from: http://www.theses.fr/2015ESMA0002

26. Caggegi, Carmelo. Experimental analysis of the efficiency of carbon fiber anchors applied over CFRP to firebrick bonded joints.

Degree: 2013, Università degli Studi di Catania

 In these recent years, the strengthening of masonry building has known a massive use of CFRP sheets. Those composite materials glued on the elements to… (more)

Subjects/Keywords: Area 08 - Ingegneria civile e architettura; FRP, fiber anchor, Digital Image Correlation (DIC), fire brick, debonding

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Caggegi, C. (2013). Experimental analysis of the efficiency of carbon fiber anchors applied over CFRP to firebrick bonded joints. (Thesis). Università degli Studi di Catania. Retrieved from http://hdl.handle.net/10761/1410

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):

Caggegi, Carmelo. “Experimental analysis of the efficiency of carbon fiber anchors applied over CFRP to firebrick bonded joints.” 2013. Thesis, Università degli Studi di Catania. Accessed January 23, 2019. http://hdl.handle.net/10761/1410.

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

MLA Handbook (7th Edition):

Caggegi, Carmelo. “Experimental analysis of the efficiency of carbon fiber anchors applied over CFRP to firebrick bonded joints.” 2013. Web. 23 Jan 2019.

Vancouver:

Caggegi C. Experimental analysis of the efficiency of carbon fiber anchors applied over CFRP to firebrick bonded joints. [Internet] [Thesis]. Università degli Studi di Catania; 2013. [cited 2019 Jan 23]. Available from: http://hdl.handle.net/10761/1410.

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

Council of Science Editors:

Caggegi C. Experimental analysis of the efficiency of carbon fiber anchors applied over CFRP to firebrick bonded joints. [Thesis]. Università degli Studi di Catania; 2013. Available from: http://hdl.handle.net/10761/1410

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

27. Mao, Bosi. Dynamics of agar-based gels in contact with solid surfaces : gelation, adhesion, drying and formulation : Dynamique de gels à base d'agar en contact avec des surfaces solides : gélification, adhésion, séchage et formulation.

Degree: Docteur es, Lasers, matière et nanosciences, 2017, Bordeaux

Mon projet de thèse a été réalisé en partenariat avec l'entreprise BioMérieux, qui produit des milieux de culture à base de gel d'agar coulés dans… (more)

Subjects/Keywords: Agar; Gel; Gélification; Contraction; Rhéologie; Adhésion; Détachement; Séchage; Formulation; Agar; Agar; Gelation; Contraction; Rheology;

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mao, B. (2017). Dynamics of agar-based gels in contact with solid surfaces : gelation, adhesion, drying and formulation : Dynamique de gels à base d'agar en contact avec des surfaces solides : gélification, adhésion, séchage et formulation. (Doctoral Dissertation). Bordeaux. Retrieved from http://www.theses.fr/2017BORD0593

Chicago Manual of Style (16th Edition):

Mao, Bosi. “Dynamics of agar-based gels in contact with solid surfaces : gelation, adhesion, drying and formulation : Dynamique de gels à base d'agar en contact avec des surfaces solides : gélification, adhésion, séchage et formulation.” 2017. Doctoral Dissertation, Bordeaux. Accessed January 23, 2019. http://www.theses.fr/2017BORD0593.

MLA Handbook (7th Edition):

Mao, Bosi. “Dynamics of agar-based gels in contact with solid surfaces : gelation, adhesion, drying and formulation : Dynamique de gels à base d'agar en contact avec des surfaces solides : gélification, adhésion, séchage et formulation.” 2017. Web. 23 Jan 2019.

Vancouver:

Mao B. Dynamics of agar-based gels in contact with solid surfaces : gelation, adhesion, drying and formulation : Dynamique de gels à base d'agar en contact avec des surfaces solides : gélification, adhésion, séchage et formulation. [Internet] [Doctoral dissertation]. Bordeaux; 2017. [cited 2019 Jan 23]. Available from: http://www.theses.fr/2017BORD0593.

Council of Science Editors:

Mao B. Dynamics of agar-based gels in contact with solid surfaces : gelation, adhesion, drying and formulation : Dynamique de gels à base d'agar en contact avec des surfaces solides : gélification, adhésion, séchage et formulation. [Doctoral Dissertation]. Bordeaux; 2017. Available from: http://www.theses.fr/2017BORD0593


Universidade Federal da Bahia

28. Fátima Gouveia Cabral. Avaliação de diversos métodos para remoção da resina remanescente após descolagem de bráquetes ortodônticos.

Degree: 2006, Universidade Federal da Bahia

The purpose of this study was to evaluate the alterations on enamel surface after the use of 5 different techniques to remove remnant resin after… (more)

Subjects/Keywords: superficial roughness; dental enamel; bracket debonding; Ciências da Saúde; resin removal; esmalte dentário; remoção resina; descolagem bráquete; rugosidade superficial

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Cabral, F. G. (2006). Avaliação de diversos métodos para remoção da resina remanescente após descolagem de bráquetes ortodônticos. (Thesis). Universidade Federal da Bahia. Retrieved from http://www.bibliotecadigital.ufba.br/tde_busca/arquivo.php?codArquivo=1852

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):

Cabral, Fátima Gouveia. “Avaliação de diversos métodos para remoção da resina remanescente após descolagem de bráquetes ortodônticos.” 2006. Thesis, Universidade Federal da Bahia. Accessed January 23, 2019. http://www.bibliotecadigital.ufba.br/tde_busca/arquivo.php?codArquivo=1852.

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

MLA Handbook (7th Edition):

Cabral, Fátima Gouveia. “Avaliação de diversos métodos para remoção da resina remanescente após descolagem de bráquetes ortodônticos.” 2006. Web. 23 Jan 2019.

Vancouver:

Cabral FG. Avaliação de diversos métodos para remoção da resina remanescente após descolagem de bráquetes ortodônticos. [Internet] [Thesis]. Universidade Federal da Bahia; 2006. [cited 2019 Jan 23]. Available from: http://www.bibliotecadigital.ufba.br/tde_busca/arquivo.php?codArquivo=1852.

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

Council of Science Editors:

Cabral FG. Avaliação de diversos métodos para remoção da resina remanescente após descolagem de bráquetes ortodônticos. [Thesis]. Universidade Federal da Bahia; 2006. Available from: http://www.bibliotecadigital.ufba.br/tde_busca/arquivo.php?codArquivo=1852

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


RMIT University

29. Donough, M. Load ratio effects in the fatigue crack propagation of composite laminates and bonded joints.

Degree: 2014, RMIT University

 Fatigue cracks, if left unchecked, can lead to the catastrophic failure of the structure. Hence fatigue is an important design consideration. The development of a… (more)

Subjects/Keywords: Fields of Research; Bonded Joints; Composite laminates; Fatigue; Crack closure; Fibre bridging; Debonding; Delamination; Fracture Mechanics

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Donough, M. (2014). Load ratio effects in the fatigue crack propagation of composite laminates and bonded joints. (Thesis). RMIT University. Retrieved from http://researchbank.rmit.edu.au/view/rmit:161175

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):

Donough, M. “Load ratio effects in the fatigue crack propagation of composite laminates and bonded joints.” 2014. Thesis, RMIT University. Accessed January 23, 2019. http://researchbank.rmit.edu.au/view/rmit:161175.

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

MLA Handbook (7th Edition):

Donough, M. “Load ratio effects in the fatigue crack propagation of composite laminates and bonded joints.” 2014. Web. 23 Jan 2019.

Vancouver:

Donough M. Load ratio effects in the fatigue crack propagation of composite laminates and bonded joints. [Internet] [Thesis]. RMIT University; 2014. [cited 2019 Jan 23]. Available from: http://researchbank.rmit.edu.au/view/rmit:161175.

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

Council of Science Editors:

Donough M. Load ratio effects in the fatigue crack propagation of composite laminates and bonded joints. [Thesis]. RMIT University; 2014. Available from: http://researchbank.rmit.edu.au/view/rmit:161175

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


University of Kentucky

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

Degree: 2016, University of Kentucky

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

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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Jawdhari, Akram Rasheed. “BEHAVIOR OF RC BEAMS STRENGTHENED IN FLEXURE WITH SPLICED CFRP ROD PANELS.” 2016. Doctoral Dissertation, University of Kentucky. Accessed January 23, 2019. http://uknowledge.uky.edu/ce_etds/37.

MLA Handbook (7th Edition):

Jawdhari, Akram Rasheed. “BEHAVIOR OF RC BEAMS STRENGTHENED IN FLEXURE WITH SPLICED CFRP ROD PANELS.” 2016. Web. 23 Jan 2019.

Vancouver:

Jawdhari AR. BEHAVIOR OF RC BEAMS STRENGTHENED IN FLEXURE WITH SPLICED CFRP ROD PANELS. [Internet] [Doctoral dissertation]. University of Kentucky; 2016. [cited 2019 Jan 23]. Available from: http://uknowledge.uky.edu/ce_etds/37.

Council of Science Editors:

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

[1] [2] [3] [4]

.