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You searched for subject:(Carbon Fiber Reinforced Polymer CFRP ). Showing records 1 – 30 of 28924 total matches.

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Kansas State University

1. Curnutt, Austin. Research on the mechanics of CFRP composite lap joints.

Degree: MS, Department of Architectural Engineering, 2017, Kansas State University

 For this thesis, research was performed on CFRP bonded composite lap-joints with one and two continuous laminas through the lap. Composite wraps used to retrofit… (more)

Subjects/Keywords: CFRP; Lap-joint; Carbon fiber reinforced polymer

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APA (6th Edition):

Curnutt, A. (2017). Research on the mechanics of CFRP composite lap joints. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/38191

Chicago Manual of Style (16th Edition):

Curnutt, Austin. “Research on the mechanics of CFRP composite lap joints.” 2017. Masters Thesis, Kansas State University. Accessed October 23, 2019. http://hdl.handle.net/2097/38191.

MLA Handbook (7th Edition):

Curnutt, Austin. “Research on the mechanics of CFRP composite lap joints.” 2017. Web. 23 Oct 2019.

Vancouver:

Curnutt A. Research on the mechanics of CFRP composite lap joints. [Internet] [Masters thesis]. Kansas State University; 2017. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/2097/38191.

Council of Science Editors:

Curnutt A. Research on the mechanics of CFRP composite lap joints. [Masters Thesis]. Kansas State University; 2017. Available from: http://hdl.handle.net/2097/38191


University of Arizona

2. Rivers, Roger Troy. Experimental Testing of CFRP Splays Bonded to Uniaxial Fabric .

Degree: 2014, University of Arizona

 The use of fiber reinforced polymers (FRP's) for structural repair or retrofit has increased significantly in the last decade, with adoption for civil infrastructure occurring… (more)

Subjects/Keywords: Carbon Fiber Reinforced Polymer; CFRP; Dowel; Splay; Tension; Civil Engineering; Anchor

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APA (6th Edition):

Rivers, R. T. (2014). Experimental Testing of CFRP Splays Bonded to Uniaxial Fabric . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/321612

Chicago Manual of Style (16th Edition):

Rivers, Roger Troy. “Experimental Testing of CFRP Splays Bonded to Uniaxial Fabric .” 2014. Masters Thesis, University of Arizona. Accessed October 23, 2019. http://hdl.handle.net/10150/321612.

MLA Handbook (7th Edition):

Rivers, Roger Troy. “Experimental Testing of CFRP Splays Bonded to Uniaxial Fabric .” 2014. Web. 23 Oct 2019.

Vancouver:

Rivers RT. Experimental Testing of CFRP Splays Bonded to Uniaxial Fabric . [Internet] [Masters thesis]. University of Arizona; 2014. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10150/321612.

Council of Science Editors:

Rivers RT. Experimental Testing of CFRP Splays Bonded to Uniaxial Fabric . [Masters Thesis]. University of Arizona; 2014. Available from: http://hdl.handle.net/10150/321612


University of Toledo

3. Paneru, Nav Raj. Carbon Fiber Reinforced Polymer (CFRP) Tendons in Bridges.

Degree: MS, Civil Engineering, 2018, University of Toledo

Carbon fiber reinforced polymer (CFRP) reinforcement has been studied as an alternative to steel reinforcement due to steel's high susceptibility to corrosion in bridge girders.… (more)

Subjects/Keywords: Civil Engineering; CFRP; CFCC; Prestressed CFRP; Tendons; Strands; Carbon Fiber Reinforced Polymer; FRP; GFRP; AFRP; Bridge Design; Carbon Fiber Reinforced Polymer Tendons in Bridges

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APA (6th Edition):

Paneru, N. R. (2018). Carbon Fiber Reinforced Polymer (CFRP) Tendons in Bridges. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544741841522648

Chicago Manual of Style (16th Edition):

Paneru, Nav Raj. “Carbon Fiber Reinforced Polymer (CFRP) Tendons in Bridges.” 2018. Masters Thesis, University of Toledo. Accessed October 23, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544741841522648.

MLA Handbook (7th Edition):

Paneru, Nav Raj. “Carbon Fiber Reinforced Polymer (CFRP) Tendons in Bridges.” 2018. Web. 23 Oct 2019.

Vancouver:

Paneru NR. Carbon Fiber Reinforced Polymer (CFRP) Tendons in Bridges. [Internet] [Masters thesis]. University of Toledo; 2018. [cited 2019 Oct 23]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544741841522648.

Council of Science Editors:

Paneru NR. Carbon Fiber Reinforced Polymer (CFRP) Tendons in Bridges. [Masters Thesis]. University of Toledo; 2018. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544741841522648


University of New Mexico

4. Aboubakr, Sherif. Epoxy-clay nanocomposite for carbon fiber reinforced polymer applications.

Degree: Civil Engineering, 2013, University of New Mexico

Carbon fiber reinforced polymer (CFRP) composites have been utilized in rehabilitation and strengthening of civil infrastructure, and fabrication of aerospace, automotive and marine structural components.… (more)

Subjects/Keywords: Epoxy-clay nanocomposite; Carbon fiber reinforced polymer (CFRP) composites; Microstructural characterizations; Creep; Nanoindentation

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APA (6th Edition):

Aboubakr, S. (2013). Epoxy-clay nanocomposite for carbon fiber reinforced polymer applications. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/23165

Chicago Manual of Style (16th Edition):

Aboubakr, Sherif. “Epoxy-clay nanocomposite for carbon fiber reinforced polymer applications.” 2013. Masters Thesis, University of New Mexico. Accessed October 23, 2019. http://hdl.handle.net/1928/23165.

MLA Handbook (7th Edition):

Aboubakr, Sherif. “Epoxy-clay nanocomposite for carbon fiber reinforced polymer applications.” 2013. Web. 23 Oct 2019.

Vancouver:

Aboubakr S. Epoxy-clay nanocomposite for carbon fiber reinforced polymer applications. [Internet] [Masters thesis]. University of New Mexico; 2013. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/1928/23165.

Council of Science Editors:

Aboubakr S. Epoxy-clay nanocomposite for carbon fiber reinforced polymer applications. [Masters Thesis]. University of New Mexico; 2013. Available from: http://hdl.handle.net/1928/23165


KTH

5. Yussuf, Yusuf Abdi. FRP:s användning inom brokonstruktioner.

Degree: Building Technology and Design, 2019, KTH

I dagsläget är de flesta broar i Sverige tillverkade med betong eller stål. Dessa broar är många gånger förknippade med stora kostnader som ofta… (more)

Subjects/Keywords: FRP; fiber-reinforced polymer; glass fiber; carbon fiber; aramid fiber; structural fiber composites; composites; CFRP; GFRP; FRP; fiber reinforced polymer; glass fiber; carbon fiber; aramid fiber; structural fiber composites; composites; CFRP; GFRP; Infrastructure Engineering; Infrastrukturteknik

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APA (6th Edition):

Yussuf, Y. A. (2019). FRP:s användning inom brokonstruktioner. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-259362

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):

Yussuf, Yusuf Abdi. “FRP:s användning inom brokonstruktioner.” 2019. Thesis, KTH. Accessed October 23, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-259362.

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

MLA Handbook (7th Edition):

Yussuf, Yusuf Abdi. “FRP:s användning inom brokonstruktioner.” 2019. Web. 23 Oct 2019.

Vancouver:

Yussuf YA. FRP:s användning inom brokonstruktioner. [Internet] [Thesis]. KTH; 2019. [cited 2019 Oct 23]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-259362.

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

Council of Science Editors:

Yussuf YA. FRP:s användning inom brokonstruktioner. [Thesis]. KTH; 2019. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-259362

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


University of California – Berkeley

6. Moustafa, Mohamed Aly Abdel-Razik. Structural Behavior of Bent Cap Beams in As-built and Retrofitted Reinforced Concrete Box-Girder Bridges.

Degree: Civil and Environmental Engineering, 2014, University of California – Berkeley

 Research on resilient infrastructure systems is expanding. As we experience more infrastructure deterioration in the US, numerous efforts are ongoing for building the nation's new… (more)

Subjects/Keywords: Civil engineering; Bridge Engineering; Carbon Fiber Reinforced Polymer (CFRP); Finite Element Analysis; Hybrid Simulation; Large-scale Testing; Reinforced Concrete

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APA (6th Edition):

Moustafa, M. A. A. (2014). Structural Behavior of Bent Cap Beams in As-built and Retrofitted Reinforced Concrete Box-Girder Bridges. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/1f02v32f

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):

Moustafa, Mohamed Aly Abdel-Razik. “Structural Behavior of Bent Cap Beams in As-built and Retrofitted Reinforced Concrete Box-Girder Bridges.” 2014. Thesis, University of California – Berkeley. Accessed October 23, 2019. http://www.escholarship.org/uc/item/1f02v32f.

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

MLA Handbook (7th Edition):

Moustafa, Mohamed Aly Abdel-Razik. “Structural Behavior of Bent Cap Beams in As-built and Retrofitted Reinforced Concrete Box-Girder Bridges.” 2014. Web. 23 Oct 2019.

Vancouver:

Moustafa MAA. Structural Behavior of Bent Cap Beams in As-built and Retrofitted Reinforced Concrete Box-Girder Bridges. [Internet] [Thesis]. University of California – Berkeley; 2014. [cited 2019 Oct 23]. Available from: http://www.escholarship.org/uc/item/1f02v32f.

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

Council of Science Editors:

Moustafa MAA. Structural Behavior of Bent Cap Beams in As-built and Retrofitted Reinforced Concrete Box-Girder Bridges. [Thesis]. University of California – Berkeley; 2014. Available from: http://www.escholarship.org/uc/item/1f02v32f

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

7. George Wilton Albuquerque Rangel. Avaliação do desempenho estrutural de painéis de alvenaria de blocos de concreto reforçados com PRFC.

Degree: 2013, Federal University of Uberlândia

O objetivo deste trabalho foi analisar o desempenho estrutural de painéis de alvenaria de blocos de concreto reforçados com polímero reforçado com fibras de carbono… (more)

Subjects/Keywords: Polímero reforçado com fibras de carbono; PRFC; Reforço estrutural; Alvenaria estrutural; ENGENHARIA CIVIL; Carbon fiber reinforced polymer; Structural reinforcement; CFRP; Masonry

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APA (6th Edition):

Rangel, G. W. A. (2013). Avaliação do desempenho estrutural de painéis de alvenaria de blocos de concreto reforçados com PRFC. (Thesis). Federal University of Uberlândia. Retrieved from http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=4768 ; http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=4769

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):

Rangel, George Wilton Albuquerque. “Avaliação do desempenho estrutural de painéis de alvenaria de blocos de concreto reforçados com PRFC.” 2013. Thesis, Federal University of Uberlândia. Accessed October 23, 2019. http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=4768 ; http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=4769.

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

MLA Handbook (7th Edition):

Rangel, George Wilton Albuquerque. “Avaliação do desempenho estrutural de painéis de alvenaria de blocos de concreto reforçados com PRFC.” 2013. Web. 23 Oct 2019.

Vancouver:

Rangel GWA. Avaliação do desempenho estrutural de painéis de alvenaria de blocos de concreto reforçados com PRFC. [Internet] [Thesis]. Federal University of Uberlândia; 2013. [cited 2019 Oct 23]. Available from: http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=4768 ; http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=4769.

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

Council of Science Editors:

Rangel GWA. Avaliação do desempenho estrutural de painéis de alvenaria de blocos de concreto reforçados com PRFC. [Thesis]. Federal University of Uberlândia; 2013. Available from: http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=4768 ; http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=4769

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


University of Illinois – Urbana-Champaign

8. Calzada, Kevin A. Modeling and Interpretation of Fiber Orientation-Based Failure Mechanisms in Machining of Carbon Fiber-Reinforced Composites.

Degree: MS, 0133, 2011, University of Illinois – Urbana-Champaign

Fiber-reinforced polymer composites have recently emerged as novel materials capable of playing a unique role in industrial applications. The advantage of these materials over traditional… (more)

Subjects/Keywords: Aligned carbon fiber-reinforced polymer composites (CFRP) composites; Micro-machining; Finite element model; Failure mechanisms; Interface modeling

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APA (6th Edition):

Calzada, K. A. (2011). Modeling and Interpretation of Fiber Orientation-Based Failure Mechanisms in Machining of Carbon Fiber-Reinforced Composites. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/18215

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):

Calzada, Kevin A. “Modeling and Interpretation of Fiber Orientation-Based Failure Mechanisms in Machining of Carbon Fiber-Reinforced Composites.” 2011. Thesis, University of Illinois – Urbana-Champaign. Accessed October 23, 2019. http://hdl.handle.net/2142/18215.

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

MLA Handbook (7th Edition):

Calzada, Kevin A. “Modeling and Interpretation of Fiber Orientation-Based Failure Mechanisms in Machining of Carbon Fiber-Reinforced Composites.” 2011. Web. 23 Oct 2019.

Vancouver:

Calzada KA. Modeling and Interpretation of Fiber Orientation-Based Failure Mechanisms in Machining of Carbon Fiber-Reinforced Composites. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2011. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/2142/18215.

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

Council of Science Editors:

Calzada KA. Modeling and Interpretation of Fiber Orientation-Based Failure Mechanisms in Machining of Carbon Fiber-Reinforced Composites. [Thesis]. University of Illinois – Urbana-Champaign; 2011. Available from: http://hdl.handle.net/2142/18215

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

9. Nguyen, Thanh Hai. Contribution à l'étude du comportement thermomécanique à très haute température des matériaux composites pour la réparation et/ou le renforcement des structures de Génie Civil : Contribution to the study of thermo-mechanical behavior at very high temperature of composite materials for the reparation and/or the reinforcement of civil engineering structures.

Degree: Docteur es, Génie civil, 2015, Université Claude Bernard – Lyon I

Dans le domaine du renforcement et/ou de la réparation des structures en béton armé par des matériaux composites à l'aide de la méthode du collage… (more)

Subjects/Keywords: Comportement thermomécanique; Haute température; Composite carbone/ époxy (Carbon Fiber Reinforced Polymer - CFRP); Composite textile/mortier cimentaire (Textile Reinforced Concrete - TRC); Adhésif structural; Isolant thermique; Thermo-mechanical behavior; High temperature; Carbon/epoxy composite (Carbon Fiber Reinforced Polymer-CFRP); Textile/cementitious mortar composite (Textile Reinforced Concrete - TRC); Structural adhesive; Thermal insulator; 624

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APA (6th Edition):

Nguyen, T. H. (2015). Contribution à l'étude du comportement thermomécanique à très haute température des matériaux composites pour la réparation et/ou le renforcement des structures de Génie Civil : Contribution to the study of thermo-mechanical behavior at very high temperature of composite materials for the reparation and/or the reinforcement of civil engineering structures. (Doctoral Dissertation). Université Claude Bernard – Lyon I. Retrieved from http://www.theses.fr/2015LYO10244

Chicago Manual of Style (16th Edition):

Nguyen, Thanh Hai. “Contribution à l'étude du comportement thermomécanique à très haute température des matériaux composites pour la réparation et/ou le renforcement des structures de Génie Civil : Contribution to the study of thermo-mechanical behavior at very high temperature of composite materials for the reparation and/or the reinforcement of civil engineering structures.” 2015. Doctoral Dissertation, Université Claude Bernard – Lyon I. Accessed October 23, 2019. http://www.theses.fr/2015LYO10244.

MLA Handbook (7th Edition):

Nguyen, Thanh Hai. “Contribution à l'étude du comportement thermomécanique à très haute température des matériaux composites pour la réparation et/ou le renforcement des structures de Génie Civil : Contribution to the study of thermo-mechanical behavior at very high temperature of composite materials for the reparation and/or the reinforcement of civil engineering structures.” 2015. Web. 23 Oct 2019.

Vancouver:

Nguyen TH. Contribution à l'étude du comportement thermomécanique à très haute température des matériaux composites pour la réparation et/ou le renforcement des structures de Génie Civil : Contribution to the study of thermo-mechanical behavior at very high temperature of composite materials for the reparation and/or the reinforcement of civil engineering structures. [Internet] [Doctoral dissertation]. Université Claude Bernard – Lyon I; 2015. [cited 2019 Oct 23]. Available from: http://www.theses.fr/2015LYO10244.

Council of Science Editors:

Nguyen TH. Contribution à l'étude du comportement thermomécanique à très haute température des matériaux composites pour la réparation et/ou le renforcement des structures de Génie Civil : Contribution to the study of thermo-mechanical behavior at very high temperature of composite materials for the reparation and/or the reinforcement of civil engineering structures. [Doctoral Dissertation]. Université Claude Bernard – Lyon I; 2015. Available from: http://www.theses.fr/2015LYO10244


Deakin University

10. Baiuk, Amad-Adeen. Improving bond strength for CFRP-RC beams interface.

Degree: 2016, Deakin University

  Strengthened concrete structures using advanced materials such as CFRP composites has been proved an efficient technique. The bonding agent (epoxy resin) used to bond the… (more)

Subjects/Keywords: Concrete; Carbon Fibre Reinforced Polymer (CFRP); epoxy resins

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

APA (6th Edition):

Baiuk, A. (2016). Improving bond strength for CFRP-RC beams interface. (Thesis). Deakin University. Retrieved from http://hdl.handle.net/10536/DRO/DU:30086464

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):

Baiuk, Amad-Adeen. “Improving bond strength for CFRP-RC beams interface.” 2016. Thesis, Deakin University. Accessed October 23, 2019. http://hdl.handle.net/10536/DRO/DU:30086464.

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

MLA Handbook (7th Edition):

Baiuk, Amad-Adeen. “Improving bond strength for CFRP-RC beams interface.” 2016. Web. 23 Oct 2019.

Vancouver:

Baiuk A. Improving bond strength for CFRP-RC beams interface. [Internet] [Thesis]. Deakin University; 2016. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10536/DRO/DU:30086464.

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

Council of Science Editors:

Baiuk A. Improving bond strength for CFRP-RC beams interface. [Thesis]. Deakin University; 2016. Available from: http://hdl.handle.net/10536/DRO/DU:30086464

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


Halmstad University

11. Högström, Johan. Tillämpning av kolfiberförstärkning i bärande betongkonstruktioner : Jämförelse med stål som förstärkningsmaterial.

Degree: Engineering and Science, 2016, Halmstad University

  Strengthening of existing structures with Carbon Fibre Reinforced Polymers (CFRP) is a method that has been more common in the building sector during the… (more)

Subjects/Keywords: CFRP; FRP; CFRP materials; reinforced concrete; composites; fiber composites; carbon fiber; NSMR; strengthening concrete; Kolfiberförstärkning; fiberförstärkningar.

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

APA (6th Edition):

Högström, J. (2016). Tillämpning av kolfiberförstärkning i bärande betongkonstruktioner : Jämförelse med stål som förstärkningsmaterial. (Thesis). Halmstad University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-31535

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):

Högström, Johan. “Tillämpning av kolfiberförstärkning i bärande betongkonstruktioner : Jämförelse med stål som förstärkningsmaterial.” 2016. Thesis, Halmstad University. Accessed October 23, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-31535.

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

MLA Handbook (7th Edition):

Högström, Johan. “Tillämpning av kolfiberförstärkning i bärande betongkonstruktioner : Jämförelse med stål som förstärkningsmaterial.” 2016. Web. 23 Oct 2019.

Vancouver:

Högström J. Tillämpning av kolfiberförstärkning i bärande betongkonstruktioner : Jämförelse med stål som förstärkningsmaterial. [Internet] [Thesis]. Halmstad University; 2016. [cited 2019 Oct 23]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-31535.

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

Council of Science Editors:

Högström J. Tillämpning av kolfiberförstärkning i bärande betongkonstruktioner : Jämförelse med stål som förstärkningsmaterial. [Thesis]. Halmstad University; 2016. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-31535

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


Baylor University

12. Mailen, Russell. Investigation of induced thermo-mechanical response and cure kinetics during processing of carbon fiber reinforced plastics.

Degree: Mechanical Engineering., 2013, Baylor University

 The manufacture of laminated composite materials using a thermosetting resin matrix is a complex process that can be understood with a knowledge of cure kinetics,… (more)

Subjects/Keywords: Cure induced strain.; Carbon fiber reinforced plastics (CFRP).; Vacuum assisted resin transfer molding (VARTM).; Axisymmetric finite element analysis (FEA).; Thermosetting polymer cure kinetics.

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APA (6th Edition):

Mailen, R. (2013). Investigation of induced thermo-mechanical response and cure kinetics during processing of carbon fiber reinforced plastics. (Thesis). Baylor University. Retrieved from http://hdl.handle.net/2104/8582

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):

Mailen, Russell. “Investigation of induced thermo-mechanical response and cure kinetics during processing of carbon fiber reinforced plastics. ” 2013. Thesis, Baylor University. Accessed October 23, 2019. http://hdl.handle.net/2104/8582.

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

MLA Handbook (7th Edition):

Mailen, Russell. “Investigation of induced thermo-mechanical response and cure kinetics during processing of carbon fiber reinforced plastics. ” 2013. Web. 23 Oct 2019.

Vancouver:

Mailen R. Investigation of induced thermo-mechanical response and cure kinetics during processing of carbon fiber reinforced plastics. [Internet] [Thesis]. Baylor University; 2013. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/2104/8582.

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

Council of Science Editors:

Mailen R. Investigation of induced thermo-mechanical response and cure kinetics during processing of carbon fiber reinforced plastics. [Thesis]. Baylor University; 2013. Available from: http://hdl.handle.net/2104/8582

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


University of Windsor

13. Abd El Aziz, Mohamad Fathy. Analysis of concrete beams prestressed and post-tensioned with carbon fiber reinforced polymer (CFRP) bars.

Degree: MA, Civil and Environmental Engineering, 2002, University of Windsor

Subjects/Keywords: ANALYSIS; BARS; BEAMS; CARBON; CFRP; CONCRETE; FIBER; POLYMER; POST; PRESTRESSED; REINFORCED; TENSIONED

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APA (6th Edition):

Abd El Aziz, M. F. (2002). Analysis of concrete beams prestressed and post-tensioned with carbon fiber reinforced polymer (CFRP) bars. (Masters Thesis). University of Windsor. Retrieved from https://scholar.uwindsor.ca/etd/6939

Chicago Manual of Style (16th Edition):

Abd El Aziz, Mohamad Fathy. “Analysis of concrete beams prestressed and post-tensioned with carbon fiber reinforced polymer (CFRP) bars.” 2002. Masters Thesis, University of Windsor. Accessed October 23, 2019. https://scholar.uwindsor.ca/etd/6939.

MLA Handbook (7th Edition):

Abd El Aziz, Mohamad Fathy. “Analysis of concrete beams prestressed and post-tensioned with carbon fiber reinforced polymer (CFRP) bars.” 2002. Web. 23 Oct 2019.

Vancouver:

Abd El Aziz MF. Analysis of concrete beams prestressed and post-tensioned with carbon fiber reinforced polymer (CFRP) bars. [Internet] [Masters thesis]. University of Windsor; 2002. [cited 2019 Oct 23]. Available from: https://scholar.uwindsor.ca/etd/6939.

Council of Science Editors:

Abd El Aziz MF. Analysis of concrete beams prestressed and post-tensioned with carbon fiber reinforced polymer (CFRP) bars. [Masters Thesis]. University of Windsor; 2002. Available from: https://scholar.uwindsor.ca/etd/6939


Universitat de Girona

14. Emara, Mohamed Reda Ali Elewa. Bond behavior of NSM FRP strips in concrete under sustained loading.

Degree: Departament d'Enginyeria Mecànica i de la Construcció Industrial, 2018, Universitat de Girona

 L’objectiu d’aquest treball ha estat l’estudi de l’adherència i de la resposta adherència-lliscament de reforços de laminats de FRP inserits en el recobriment del formigó… (more)

Subjects/Keywords: NSM; CFRP strips; Laminats CFRP; Laminados CFRP; Carbon fiber reinforced polymer; Polímer reforçat amb fibra de carboni; Polímero reforzado con fibra de carbono; Pull-out; Bond; Adherència; Adherencia; Sustained load; Càrrega mantinguda; Carga mantenida; Environmental conditions; Condicions ambientals; Condiciones ambientales; 620; 621

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APA (6th Edition):

Emara, M. R. A. E. (2018). Bond behavior of NSM FRP strips in concrete under sustained loading. (Thesis). Universitat de Girona. Retrieved from http://hdl.handle.net/10803/523486

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):

Emara, Mohamed Reda Ali Elewa. “Bond behavior of NSM FRP strips in concrete under sustained loading.” 2018. Thesis, Universitat de Girona. Accessed October 23, 2019. http://hdl.handle.net/10803/523486.

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

MLA Handbook (7th Edition):

Emara, Mohamed Reda Ali Elewa. “Bond behavior of NSM FRP strips in concrete under sustained loading.” 2018. Web. 23 Oct 2019.

Vancouver:

Emara MRAE. Bond behavior of NSM FRP strips in concrete under sustained loading. [Internet] [Thesis]. Universitat de Girona; 2018. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10803/523486.

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

Council of Science Editors:

Emara MRAE. Bond behavior of NSM FRP strips in concrete under sustained loading. [Thesis]. Universitat de Girona; 2018. Available from: http://hdl.handle.net/10803/523486

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


University of Bradford

15. Mahroug, Mohamed Elarbi Moh. Behaviour of continuous concrete slabs reinforced with FRP bars : experimental and computational investigations on the use of basalt and carbon fibre reinforced polymer bars in continuous concrete slabs.

Degree: PhD, 2013, University of Bradford

 An investigation on the application of basalt fibre reinforced polymer (BFRP) and carbon fibre reinforced polymer (CFRP) bars as longitudinal reinforcement for simple and continuous… (more)

Subjects/Keywords: 620.1; Concrete; Slabs; Carbon fibre reinforced polymer (CFRP) bars; Basalt fibre reinforced polymer (BFRP) bars; Reinforced concrete slabs

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APA (6th Edition):

Mahroug, M. E. M. (2013). Behaviour of continuous concrete slabs reinforced with FRP bars : experimental and computational investigations on the use of basalt and carbon fibre reinforced polymer bars in continuous concrete slabs. (Doctoral Dissertation). University of Bradford. Retrieved from http://hdl.handle.net/10454/6332

Chicago Manual of Style (16th Edition):

Mahroug, Mohamed Elarbi Moh. “Behaviour of continuous concrete slabs reinforced with FRP bars : experimental and computational investigations on the use of basalt and carbon fibre reinforced polymer bars in continuous concrete slabs.” 2013. Doctoral Dissertation, University of Bradford. Accessed October 23, 2019. http://hdl.handle.net/10454/6332.

MLA Handbook (7th Edition):

Mahroug, Mohamed Elarbi Moh. “Behaviour of continuous concrete slabs reinforced with FRP bars : experimental and computational investigations on the use of basalt and carbon fibre reinforced polymer bars in continuous concrete slabs.” 2013. Web. 23 Oct 2019.

Vancouver:

Mahroug MEM. Behaviour of continuous concrete slabs reinforced with FRP bars : experimental and computational investigations on the use of basalt and carbon fibre reinforced polymer bars in continuous concrete slabs. [Internet] [Doctoral dissertation]. University of Bradford; 2013. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10454/6332.

Council of Science Editors:

Mahroug MEM. Behaviour of continuous concrete slabs reinforced with FRP bars : experimental and computational investigations on the use of basalt and carbon fibre reinforced polymer bars in continuous concrete slabs. [Doctoral Dissertation]. University of Bradford; 2013. Available from: http://hdl.handle.net/10454/6332


Anna University

16. Mathai, Jessy. Performance of retrofitted reinforced concrete columns subjected to cyclic loading.

Degree: Civil Engineering, 2013, Anna University

Most of the Indian buildings are vulnerable to seismic action due to improper reinforcement detailing within the beam-column joints. The reinforced concrete frames without seismic… (more)

Subjects/Keywords: Indian buildings; Glass Fiber Reinforced Polymer; Carbon Fibre Reinforced Polymer; Reinforced Concrete

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APA (6th Edition):

Mathai, J. (2013). Performance of retrofitted reinforced concrete columns subjected to cyclic loading. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/10090

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):

Mathai, Jessy. “Performance of retrofitted reinforced concrete columns subjected to cyclic loading.” 2013. Thesis, Anna University. Accessed October 23, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/10090.

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

MLA Handbook (7th Edition):

Mathai, Jessy. “Performance of retrofitted reinforced concrete columns subjected to cyclic loading.” 2013. Web. 23 Oct 2019.

Vancouver:

Mathai J. Performance of retrofitted reinforced concrete columns subjected to cyclic loading. [Internet] [Thesis]. Anna University; 2013. [cited 2019 Oct 23]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/10090.

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

Council of Science Editors:

Mathai J. Performance of retrofitted reinforced concrete columns subjected to cyclic loading. [Thesis]. Anna University; 2013. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/10090

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

17. Salehi, Amir Salar. 3D finite element model for predicting cutting forces in machining unidirectional carbon fiber reinforced polymer (CFRP) composites.

Degree: Department of Mechanical Engineering, 2019, University of Victoria

 Excellent properties of Carbon Fiber Reinforced Polymer (CFRP) composites are usually obtained in the direction at which carbon fibers are embedded in the polymeric matrix… (more)

Subjects/Keywords: Carbon Fiber Reinforced Polymer (CFRP); ABAQUS; VUMAT; Machining; Fiber Reinforced Polymer (FRP); Numerical models

Carbon Fiber Reinforced Polymer (CFRP) composites are made of carbon fibers embedded… …Carbon Fiber Reinforced Polymer 1.4.1 Constituents Composites are generally considered as… …machining process of Fiber Reinforced Polymer (FRP) composites. The main driving force… …should be noted that more work has been done to date on Glass Fiber Reinforced Polymer (… …the surface quality, researchers began studying Fiber Reinforced Polymer (FRP)… 

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APA (6th Edition):

Salehi, A. S. (2019). 3D finite element model for predicting cutting forces in machining unidirectional carbon fiber reinforced polymer (CFRP) composites. (Masters Thesis). University of Victoria. Retrieved from https://dspace.library.uvic.ca//handle/1828/10485

Chicago Manual of Style (16th Edition):

Salehi, Amir Salar. “3D finite element model for predicting cutting forces in machining unidirectional carbon fiber reinforced polymer (CFRP) composites.” 2019. Masters Thesis, University of Victoria. Accessed October 23, 2019. https://dspace.library.uvic.ca//handle/1828/10485.

MLA Handbook (7th Edition):

Salehi, Amir Salar. “3D finite element model for predicting cutting forces in machining unidirectional carbon fiber reinforced polymer (CFRP) composites.” 2019. Web. 23 Oct 2019.

Vancouver:

Salehi AS. 3D finite element model for predicting cutting forces in machining unidirectional carbon fiber reinforced polymer (CFRP) composites. [Internet] [Masters thesis]. University of Victoria; 2019. [cited 2019 Oct 23]. Available from: https://dspace.library.uvic.ca//handle/1828/10485.

Council of Science Editors:

Salehi AS. 3D finite element model for predicting cutting forces in machining unidirectional carbon fiber reinforced polymer (CFRP) composites. [Masters Thesis]. University of Victoria; 2019. Available from: https://dspace.library.uvic.ca//handle/1828/10485

18. Qazi, Samiullah. Comportement mécanique sous sollicitations alternées de voiles béton armé renforcés par matériaux composites : Mechanical behavior of RC walls under seismic activity strenghtened with CFRP.

Degree: Docteur es, Génie civil, 2013, INSA Lyon

Les enquêtes récentes sur les séismes ont fait ressortir l'importance des murs en béton armé en tant que partie intégrante des structures. L’évolution des règlements… (more)

Subjects/Keywords: Construction parasismique; Voile de béton armé; Renforcement; Béton armé renforcé par fibres; PRFC - Polyèmère renforcé par fibre carbone; Ancrage; Charge cyclique; Earthquake-resistant construction; Reinforced concrete shell; Reinforcement; Fiber reinforced concrete; CFRP - Carbon fiber reinforced polymer; Anchorage; Cyclic load; 624.183 410 72

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APA (6th Edition):

Qazi, S. (2013). Comportement mécanique sous sollicitations alternées de voiles béton armé renforcés par matériaux composites : Mechanical behavior of RC walls under seismic activity strenghtened with CFRP. (Doctoral Dissertation). INSA Lyon. Retrieved from http://www.theses.fr/2013ISAL0003

Chicago Manual of Style (16th Edition):

Qazi, Samiullah. “Comportement mécanique sous sollicitations alternées de voiles béton armé renforcés par matériaux composites : Mechanical behavior of RC walls under seismic activity strenghtened with CFRP.” 2013. Doctoral Dissertation, INSA Lyon. Accessed October 23, 2019. http://www.theses.fr/2013ISAL0003.

MLA Handbook (7th Edition):

Qazi, Samiullah. “Comportement mécanique sous sollicitations alternées de voiles béton armé renforcés par matériaux composites : Mechanical behavior of RC walls under seismic activity strenghtened with CFRP.” 2013. Web. 23 Oct 2019.

Vancouver:

Qazi S. Comportement mécanique sous sollicitations alternées de voiles béton armé renforcés par matériaux composites : Mechanical behavior of RC walls under seismic activity strenghtened with CFRP. [Internet] [Doctoral dissertation]. INSA Lyon; 2013. [cited 2019 Oct 23]. Available from: http://www.theses.fr/2013ISAL0003.

Council of Science Editors:

Qazi S. Comportement mécanique sous sollicitations alternées de voiles béton armé renforcés par matériaux composites : Mechanical behavior of RC walls under seismic activity strenghtened with CFRP. [Doctoral Dissertation]. INSA Lyon; 2013. Available from: http://www.theses.fr/2013ISAL0003


Indian Institute of Science

19. Guruprasad, Y K. Repair and Retrofit Strategies for Structural Concrete against Thermo-Mechanical Loadings.

Degree: 2014, Indian Institute of Science

Reinforced cement concrete (RCC) structures have become an important aspect in most of the buildings in our society around the world. Most of the multistoried… (more)

Subjects/Keywords: Thermo-Mechanical Loadings; Structural Concrete; Reinforced Cement Concrete Structures; Concrete - Structural Analysis; Reinforced Concrete; Concrete - Analysis; Carbon Fiber Reinforced Polymer; Concrete - Finite Element Analysis; Plain Concrete; Concrete Structures; Reinforced Cement Concrete (RCC); CFRP Repair; Cyclic Loading; High Temperature on Concrete; Civil Engineering

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APA (6th Edition):

Guruprasad, Y. K. (2014). Repair and Retrofit Strategies for Structural Concrete against Thermo-Mechanical Loadings. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/3040

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):

Guruprasad, Y K. “Repair and Retrofit Strategies for Structural Concrete against Thermo-Mechanical Loadings.” 2014. Thesis, Indian Institute of Science. Accessed October 23, 2019. http://hdl.handle.net/2005/3040.

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

MLA Handbook (7th Edition):

Guruprasad, Y K. “Repair and Retrofit Strategies for Structural Concrete against Thermo-Mechanical Loadings.” 2014. Web. 23 Oct 2019.

Vancouver:

Guruprasad YK. Repair and Retrofit Strategies for Structural Concrete against Thermo-Mechanical Loadings. [Internet] [Thesis]. Indian Institute of Science; 2014. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/2005/3040.

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

Council of Science Editors:

Guruprasad YK. Repair and Retrofit Strategies for Structural Concrete against Thermo-Mechanical Loadings. [Thesis]. Indian Institute of Science; 2014. Available from: http://hdl.handle.net/2005/3040

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


University of Waterloo

20. Quayle, Trevor George. Tensile-Flexural Behaviour of Carbon-Fibre Reinforced Polymer (CFRP) Prestressing Tendons Subjected to Harped Profiles.

Degree: 2016, University of Waterloo

 External post-tensioning can provide an effective structural reinforcement system for the design of new concrete structures and for the strengthening of existing structures. In most… (more)

Subjects/Keywords: tensile-flexural; carbon-fibre reinforced polymer; CFRP; harped profiles; prestressed concrete; fibre-reinforced polymer tendons; prestressing tendons

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APA (6th Edition):

Quayle, T. G. (2016). Tensile-Flexural Behaviour of Carbon-Fibre Reinforced Polymer (CFRP) Prestressing Tendons Subjected to Harped Profiles. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/10849

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):

Quayle, Trevor George. “Tensile-Flexural Behaviour of Carbon-Fibre Reinforced Polymer (CFRP) Prestressing Tendons Subjected to Harped Profiles.” 2016. Thesis, University of Waterloo. Accessed October 23, 2019. http://hdl.handle.net/10012/10849.

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

MLA Handbook (7th Edition):

Quayle, Trevor George. “Tensile-Flexural Behaviour of Carbon-Fibre Reinforced Polymer (CFRP) Prestressing Tendons Subjected to Harped Profiles.” 2016. Web. 23 Oct 2019.

Vancouver:

Quayle TG. Tensile-Flexural Behaviour of Carbon-Fibre Reinforced Polymer (CFRP) Prestressing Tendons Subjected to Harped Profiles. [Internet] [Thesis]. University of Waterloo; 2016. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10012/10849.

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

Council of Science Editors:

Quayle TG. Tensile-Flexural Behaviour of Carbon-Fibre Reinforced Polymer (CFRP) Prestressing Tendons Subjected to Harped Profiles. [Thesis]. University of Waterloo; 2016. Available from: http://hdl.handle.net/10012/10849

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


Queensland University of Technology

21. Shahanara, Kaniz. Bond strength of steel hollow sections using carbon fibre reinforced polymer composites.

Degree: 2013, Queensland University of Technology

 This research was a step forward in developing bond strength of CFRP strengthened steel hollow sections under tension loads. The studies have revealed the ultimate… (more)

Subjects/Keywords: Carbon fibre reinforced polymer (CFRP); Steel hollow section; Effective bond length; Stress distributions; Tensile loading

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

APA (6th Edition):

Shahanara, K. (2013). Bond strength of steel hollow sections using carbon fibre reinforced polymer composites. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/62338/

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):

Shahanara, Kaniz. “Bond strength of steel hollow sections using carbon fibre reinforced polymer composites.” 2013. Thesis, Queensland University of Technology. Accessed October 23, 2019. https://eprints.qut.edu.au/62338/.

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

MLA Handbook (7th Edition):

Shahanara, Kaniz. “Bond strength of steel hollow sections using carbon fibre reinforced polymer composites.” 2013. Web. 23 Oct 2019.

Vancouver:

Shahanara K. Bond strength of steel hollow sections using carbon fibre reinforced polymer composites. [Internet] [Thesis]. Queensland University of Technology; 2013. [cited 2019 Oct 23]. Available from: https://eprints.qut.edu.au/62338/.

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

Council of Science Editors:

Shahanara K. Bond strength of steel hollow sections using carbon fibre reinforced polymer composites. [Thesis]. Queensland University of Technology; 2013. Available from: https://eprints.qut.edu.au/62338/

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


University of Manchester

22. Bin Ahmad sobri, Sharizal. Mechanical and Laser Drilling of Thick Carbon Fibre Reinforced Polymer Composites (CFRP).

Degree: 2018, University of Manchester

Carbon fibre reinforced polymer, or CFRP composite materials, play an increasingly important role in modern manufacturing. They are widely used in aerospace, and their use… (more)

Subjects/Keywords: drilling; laser drilling; sequential mechanical - laser drilling; thick carbon fibre reinforced polymer composites (CFRP)

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

APA (6th Edition):

Bin Ahmad sobri, S. (2018). Mechanical and Laser Drilling of Thick Carbon Fibre Reinforced Polymer Composites (CFRP). (Doctoral Dissertation). University of Manchester. Retrieved from http://www.manchester.ac.uk/escholar/uk-ac-man-scw:313531

Chicago Manual of Style (16th Edition):

Bin Ahmad sobri, Sharizal. “Mechanical and Laser Drilling of Thick Carbon Fibre Reinforced Polymer Composites (CFRP).” 2018. Doctoral Dissertation, University of Manchester. Accessed October 23, 2019. http://www.manchester.ac.uk/escholar/uk-ac-man-scw:313531.

MLA Handbook (7th Edition):

Bin Ahmad sobri, Sharizal. “Mechanical and Laser Drilling of Thick Carbon Fibre Reinforced Polymer Composites (CFRP).” 2018. Web. 23 Oct 2019.

Vancouver:

Bin Ahmad sobri S. Mechanical and Laser Drilling of Thick Carbon Fibre Reinforced Polymer Composites (CFRP). [Internet] [Doctoral dissertation]. University of Manchester; 2018. [cited 2019 Oct 23]. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:313531.

Council of Science Editors:

Bin Ahmad sobri S. Mechanical and Laser Drilling of Thick Carbon Fibre Reinforced Polymer Composites (CFRP). [Doctoral Dissertation]. University of Manchester; 2018. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:313531


University of Manchester

23. Bin Ahmad Sobri, Sharizal. Mechanical and laser drilling of thick carbon fibre reinforced polymer composites (CFRP).

Degree: PhD, 2018, University of Manchester

Carbon fibre reinforced polymer, or CFRP composite materials, play an increasingly important role in modern manufacturing. They are widely used in aerospace, and their use… (more)

Subjects/Keywords: thick carbon fibre reinforced polymer composites (CFRP); sequential mechanical - laser drilling; laser drilling; drilling

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

APA (6th Edition):

Bin Ahmad Sobri, S. (2018). Mechanical and laser drilling of thick carbon fibre reinforced polymer composites (CFRP). (Doctoral Dissertation). University of Manchester. Retrieved from https://www.research.manchester.ac.uk/portal/en/theses/mechanical-and-laser-drilling-of-thick-carbon-fibre-reinforced-polymer-composites-cfrp(e5c5182e-a8b2-49c9-bceb-bd7ba9342eb1).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.740381

Chicago Manual of Style (16th Edition):

Bin Ahmad Sobri, Sharizal. “Mechanical and laser drilling of thick carbon fibre reinforced polymer composites (CFRP).” 2018. Doctoral Dissertation, University of Manchester. Accessed October 23, 2019. https://www.research.manchester.ac.uk/portal/en/theses/mechanical-and-laser-drilling-of-thick-carbon-fibre-reinforced-polymer-composites-cfrp(e5c5182e-a8b2-49c9-bceb-bd7ba9342eb1).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.740381.

MLA Handbook (7th Edition):

Bin Ahmad Sobri, Sharizal. “Mechanical and laser drilling of thick carbon fibre reinforced polymer composites (CFRP).” 2018. Web. 23 Oct 2019.

Vancouver:

Bin Ahmad Sobri S. Mechanical and laser drilling of thick carbon fibre reinforced polymer composites (CFRP). [Internet] [Doctoral dissertation]. University of Manchester; 2018. [cited 2019 Oct 23]. Available from: https://www.research.manchester.ac.uk/portal/en/theses/mechanical-and-laser-drilling-of-thick-carbon-fibre-reinforced-polymer-composites-cfrp(e5c5182e-a8b2-49c9-bceb-bd7ba9342eb1).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.740381.

Council of Science Editors:

Bin Ahmad Sobri S. Mechanical and laser drilling of thick carbon fibre reinforced polymer composites (CFRP). [Doctoral Dissertation]. University of Manchester; 2018. Available from: https://www.research.manchester.ac.uk/portal/en/theses/mechanical-and-laser-drilling-of-thick-carbon-fibre-reinforced-polymer-composites-cfrp(e5c5182e-a8b2-49c9-bceb-bd7ba9342eb1).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.740381

24. Paul theophilus rajakumar I. Online monitoring of drilling carbon fiber reinforced polymeric nanocomposite laminates using acoustic emission technique;.

Degree: Carbon fiber reinforced polymeric nanocomposite laminates using acoustic emission technique, 2014, Anna University

The broad area of this research is machining of Polymer Matrix newlineComposite (PMC). Composite materials can be defined as materials newlineconsisting of two or more… (more)

Subjects/Keywords: Carbon Fiber Reinforced Plastic; Carbon Nano Fibers; Carbon Nano Tubes; Fiber Reinforced Plastics; Mechanical Engineering; Polymer Matrix Composite

Page 1

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APA (6th Edition):

I, P. t. r. (2014). Online monitoring of drilling carbon fiber reinforced polymeric nanocomposite laminates using acoustic emission technique;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/17559

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):

I, Paul theophilus rajakumar. “Online monitoring of drilling carbon fiber reinforced polymeric nanocomposite laminates using acoustic emission technique;.” 2014. Thesis, Anna University. Accessed October 23, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/17559.

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

MLA Handbook (7th Edition):

I, Paul theophilus rajakumar. “Online monitoring of drilling carbon fiber reinforced polymeric nanocomposite laminates using acoustic emission technique;.” 2014. Web. 23 Oct 2019.

Vancouver:

I Ptr. Online monitoring of drilling carbon fiber reinforced polymeric nanocomposite laminates using acoustic emission technique;. [Internet] [Thesis]. Anna University; 2014. [cited 2019 Oct 23]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/17559.

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

Council of Science Editors:

I Ptr. Online monitoring of drilling carbon fiber reinforced polymeric nanocomposite laminates using acoustic emission technique;. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/17559

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


University of Arizona

25. Kaiser, Richard Lawrence. Analysis and Connection of Lightweight CFRP Sandwich Panels for Use as Floor Diaphragms in Structural Steel Buildings .

Degree: 2014, University of Arizona

 A lightweight carbon fiber reinforced polymer (CFRP) sandwich panel has been developed for floor use in commercial office building construction. CFRP laminate skins were combined… (more)

Subjects/Keywords: CFRP; Composite Sandwich Panels; Fiber Reinforced Polymers; Floor Diaphragms; Lightweight Floor Systems; Civil Engineering; Carbon Fiber Composites

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

APA (6th Edition):

Kaiser, R. L. (2014). Analysis and Connection of Lightweight CFRP Sandwich Panels for Use as Floor Diaphragms in Structural Steel Buildings . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/321006

Chicago Manual of Style (16th Edition):

Kaiser, Richard Lawrence. “Analysis and Connection of Lightweight CFRP Sandwich Panels for Use as Floor Diaphragms in Structural Steel Buildings .” 2014. Doctoral Dissertation, University of Arizona. Accessed October 23, 2019. http://hdl.handle.net/10150/321006.

MLA Handbook (7th Edition):

Kaiser, Richard Lawrence. “Analysis and Connection of Lightweight CFRP Sandwich Panels for Use as Floor Diaphragms in Structural Steel Buildings .” 2014. Web. 23 Oct 2019.

Vancouver:

Kaiser RL. Analysis and Connection of Lightweight CFRP Sandwich Panels for Use as Floor Diaphragms in Structural Steel Buildings . [Internet] [Doctoral dissertation]. University of Arizona; 2014. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10150/321006.

Council of Science Editors:

Kaiser RL. Analysis and Connection of Lightweight CFRP Sandwich Panels for Use as Floor Diaphragms in Structural Steel Buildings . [Doctoral Dissertation]. University of Arizona; 2014. Available from: http://hdl.handle.net/10150/321006


Stony Brook University

26. Huang, Chong. Surface Damage Detection of CFRP Laminates Using Inverse Analysis .

Degree: 2009, Stony Brook University

Subjects/Keywords: Carbon fiber reinforced polymer

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

APA (6th Edition):

Huang, C. (2009). Surface Damage Detection of CFRP Laminates Using Inverse Analysis . (Thesis). Stony Brook University. Retrieved from http://hdl.handle.net/1951/52232

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):

Huang, Chong. “Surface Damage Detection of CFRP Laminates Using Inverse Analysis .” 2009. Thesis, Stony Brook University. Accessed October 23, 2019. http://hdl.handle.net/1951/52232.

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

MLA Handbook (7th Edition):

Huang, Chong. “Surface Damage Detection of CFRP Laminates Using Inverse Analysis .” 2009. Web. 23 Oct 2019.

Vancouver:

Huang C. Surface Damage Detection of CFRP Laminates Using Inverse Analysis . [Internet] [Thesis]. Stony Brook University; 2009. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/1951/52232.

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

Council of Science Editors:

Huang C. Surface Damage Detection of CFRP Laminates Using Inverse Analysis . [Thesis]. Stony Brook University; 2009. Available from: http://hdl.handle.net/1951/52232

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


University of Miami

27. Ozcoban, Ezgi. Comparison of Reinforced Concrete Bridge and Fiber Reinforced Polymer Bridge Using Life Cycle Assessment.

Degree: MS, Civil, Architectural and Environmental Engineering (Engineering), 2017, University of Miami

  Life Cycle Assessment (LCA) is an important tool assessing environmental impacts of the entire life cycle of a product or service. It provides an… (more)

Subjects/Keywords: Life Cycle Assessment; Fiber Reinforced Polymer; Carbon Emission; Embodied Energy

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

APA (6th Edition):

Ozcoban, E. (2017). Comparison of Reinforced Concrete Bridge and Fiber Reinforced Polymer Bridge Using Life Cycle Assessment. (Thesis). University of Miami. Retrieved from https://scholarlyrepository.miami.edu/oa_theses/674

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):

Ozcoban, Ezgi. “Comparison of Reinforced Concrete Bridge and Fiber Reinforced Polymer Bridge Using Life Cycle Assessment.” 2017. Thesis, University of Miami. Accessed October 23, 2019. https://scholarlyrepository.miami.edu/oa_theses/674.

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

MLA Handbook (7th Edition):

Ozcoban, Ezgi. “Comparison of Reinforced Concrete Bridge and Fiber Reinforced Polymer Bridge Using Life Cycle Assessment.” 2017. Web. 23 Oct 2019.

Vancouver:

Ozcoban E. Comparison of Reinforced Concrete Bridge and Fiber Reinforced Polymer Bridge Using Life Cycle Assessment. [Internet] [Thesis]. University of Miami; 2017. [cited 2019 Oct 23]. Available from: https://scholarlyrepository.miami.edu/oa_theses/674.

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

Council of Science Editors:

Ozcoban E. Comparison of Reinforced Concrete Bridge and Fiber Reinforced Polymer Bridge Using Life Cycle Assessment. [Thesis]. University of Miami; 2017. Available from: https://scholarlyrepository.miami.edu/oa_theses/674

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


University of Manitoba

28. Ghaib, Maha. Detection and localization of damage in fiber reinforced polymer bars using acoustic emission detection, micro computed tomography, and scanning electron microscopy techniques.

Degree: Civil Engineering, 2018, University of Manitoba

Fiber reinforced polymer (FRP) rebars have been used for reinforcing concrete structures for the last quarter of the century. The advantages of using FRP are:… (more)

Subjects/Keywords: Acoustic Emission; Carbon fiber reinforced polymer; Glass fiber reinforced polymer; Scanning Electron Microscopy; Micro Computed Tomography; Artificial Neural Networks

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

APA (6th Edition):

Ghaib, M. (2018). Detection and localization of damage in fiber reinforced polymer bars using acoustic emission detection, micro computed tomography, and scanning electron microscopy techniques. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/33336

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):

Ghaib, Maha. “Detection and localization of damage in fiber reinforced polymer bars using acoustic emission detection, micro computed tomography, and scanning electron microscopy techniques.” 2018. Thesis, University of Manitoba. Accessed October 23, 2019. http://hdl.handle.net/1993/33336.

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

MLA Handbook (7th Edition):

Ghaib, Maha. “Detection and localization of damage in fiber reinforced polymer bars using acoustic emission detection, micro computed tomography, and scanning electron microscopy techniques.” 2018. Web. 23 Oct 2019.

Vancouver:

Ghaib M. Detection and localization of damage in fiber reinforced polymer bars using acoustic emission detection, micro computed tomography, and scanning electron microscopy techniques. [Internet] [Thesis]. University of Manitoba; 2018. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/1993/33336.

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

Council of Science Editors:

Ghaib M. Detection and localization of damage in fiber reinforced polymer bars using acoustic emission detection, micro computed tomography, and scanning electron microscopy techniques. [Thesis]. University of Manitoba; 2018. Available from: http://hdl.handle.net/1993/33336

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


University of British Columbia

29. Dykeman, Donna. Minimizing uncertainty in cure modeling for composites manufacturing .

Degree: 2008, University of British Columbia

 The degree of cure and temperature are consistent variables used in models to describe the state of material behaviour development for a thermoset during cure.… (more)

Subjects/Keywords: Cure modeling; Carbon-fiber-reinforced-plastics (CFRP)

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

APA (6th Edition):

Dykeman, D. (2008). Minimizing uncertainty in cure modeling for composites manufacturing . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/690

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):

Dykeman, Donna. “Minimizing uncertainty in cure modeling for composites manufacturing .” 2008. Thesis, University of British Columbia. Accessed October 23, 2019. http://hdl.handle.net/2429/690.

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

MLA Handbook (7th Edition):

Dykeman, Donna. “Minimizing uncertainty in cure modeling for composites manufacturing .” 2008. Web. 23 Oct 2019.

Vancouver:

Dykeman D. Minimizing uncertainty in cure modeling for composites manufacturing . [Internet] [Thesis]. University of British Columbia; 2008. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/2429/690.

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

Council of Science Editors:

Dykeman D. Minimizing uncertainty in cure modeling for composites manufacturing . [Thesis]. University of British Columbia; 2008. Available from: http://hdl.handle.net/2429/690

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


North Carolina State University

30. Lanier, Bryan Keith. Study in the Improvement in Strength and Stiffness Capacity of Steel Multi-sided Monopole Towers Utilizing Carbon Fiber Reinforced Polymers as a Retrofitting Mechanism.

Degree: MS, Civil Engineering, 2005, North Carolina State University

 Wireless service is a fast developing market which places inherent demands on providers to maintain constant, reliable networks through which the service is offered. In… (more)

Subjects/Keywords: carbon fiber reinforced polymers; CFRP strengthening; monopoles

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

APA (6th Edition):

Lanier, B. K. (2005). Study in the Improvement in Strength and Stiffness Capacity of Steel Multi-sided Monopole Towers Utilizing Carbon Fiber Reinforced Polymers as a Retrofitting Mechanism. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/256

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):

Lanier, Bryan Keith. “Study in the Improvement in Strength and Stiffness Capacity of Steel Multi-sided Monopole Towers Utilizing Carbon Fiber Reinforced Polymers as a Retrofitting Mechanism.” 2005. Thesis, North Carolina State University. Accessed October 23, 2019. http://www.lib.ncsu.edu/resolver/1840.16/256.

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

MLA Handbook (7th Edition):

Lanier, Bryan Keith. “Study in the Improvement in Strength and Stiffness Capacity of Steel Multi-sided Monopole Towers Utilizing Carbon Fiber Reinforced Polymers as a Retrofitting Mechanism.” 2005. Web. 23 Oct 2019.

Vancouver:

Lanier BK. Study in the Improvement in Strength and Stiffness Capacity of Steel Multi-sided Monopole Towers Utilizing Carbon Fiber Reinforced Polymers as a Retrofitting Mechanism. [Internet] [Thesis]. North Carolina State University; 2005. [cited 2019 Oct 23]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/256.

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

Council of Science Editors:

Lanier BK. Study in the Improvement in Strength and Stiffness Capacity of Steel Multi-sided Monopole Towers Utilizing Carbon Fiber Reinforced Polymers as a Retrofitting Mechanism. [Thesis]. North Carolina State University; 2005. Available from: http://www.lib.ncsu.edu/resolver/1840.16/256

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

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