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You searched for subject:(CFRP). Showing records 1 – 30 of 290 total matches.

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Tampereen ammattikorkeakoulu

1. Turja, Pyry. Komposiittiosan koneistettu paksuus ja pinnankarheus.

Degree: 2018, Tampereen ammattikorkeakoulu

Työn tarkoitus oli tutkia hiilikuitukomposiitista valmistetun testiosan koneistusominaisuuksia, koneistettua paksuutta ja pinnankarheutta sekä aihetta käsittelevän tutkimustiedon että testiosan koneistamisen avulla. Paksuutta koneistamalla saatiin tietoa koneistusprosessissa… (more)

Subjects/Keywords: CFRP

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APA (6th Edition):

Turja, P. (2018). Komposiittiosan koneistettu paksuus ja pinnankarheus. (Thesis). Tampereen ammattikorkeakoulu. Retrieved from http://www.theseus.fi/handle/10024/151543

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):

Turja, Pyry. “Komposiittiosan koneistettu paksuus ja pinnankarheus.” 2018. Thesis, Tampereen ammattikorkeakoulu. Accessed April 02, 2020. http://www.theseus.fi/handle/10024/151543.

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

MLA Handbook (7th Edition):

Turja, Pyry. “Komposiittiosan koneistettu paksuus ja pinnankarheus.” 2018. Web. 02 Apr 2020.

Vancouver:

Turja P. Komposiittiosan koneistettu paksuus ja pinnankarheus. [Internet] [Thesis]. Tampereen ammattikorkeakoulu; 2018. [cited 2020 Apr 02]. Available from: http://www.theseus.fi/handle/10024/151543.

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

Council of Science Editors:

Turja P. Komposiittiosan koneistettu paksuus ja pinnankarheus. [Thesis]. Tampereen ammattikorkeakoulu; 2018. Available from: http://www.theseus.fi/handle/10024/151543

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


Oregon State University

2. Goebel, Jacob Hans. Design and environmental performance of near-surface mounted carbon fiber reinforced polymer strips for shear strengthening reinforced concrete bridge girders.

Degree: MS, Civil Engineering, 2011, Oregon State University

 During the interstate expansion of the 1950s, many conventionally reinforced concrete deck girder bridges were built throughout the country. These now vintage bridges commonly exhibit… (more)

Subjects/Keywords: NSM-CFRP

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APA (6th Edition):

Goebel, J. H. (2011). Design and environmental performance of near-surface mounted carbon fiber reinforced polymer strips for shear strengthening reinforced concrete bridge girders. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/21875

Chicago Manual of Style (16th Edition):

Goebel, Jacob Hans. “Design and environmental performance of near-surface mounted carbon fiber reinforced polymer strips for shear strengthening reinforced concrete bridge girders.” 2011. Masters Thesis, Oregon State University. Accessed April 02, 2020. http://hdl.handle.net/1957/21875.

MLA Handbook (7th Edition):

Goebel, Jacob Hans. “Design and environmental performance of near-surface mounted carbon fiber reinforced polymer strips for shear strengthening reinforced concrete bridge girders.” 2011. Web. 02 Apr 2020.

Vancouver:

Goebel JH. Design and environmental performance of near-surface mounted carbon fiber reinforced polymer strips for shear strengthening reinforced concrete bridge girders. [Internet] [Masters thesis]. Oregon State University; 2011. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1957/21875.

Council of Science Editors:

Goebel JH. Design and environmental performance of near-surface mounted carbon fiber reinforced polymer strips for shear strengthening reinforced concrete bridge girders. [Masters Thesis]. Oregon State University; 2011. Available from: http://hdl.handle.net/1957/21875


NSYSU

3. Hsieh, Wen-long. Design and Impact Effect Analysis of CFRP Golf Head.

Degree: Master, Mechanical and Electro-Mechanical Engineering, 2008, NSYSU

 Abstract With the innovation of materials, many producers verify their golf heads. To improve the energy transmission and to keep stability while batting, the researcher… (more)

Subjects/Keywords: golf; ANSYS; CFRP

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APA (6th Edition):

Hsieh, W. (2008). Design and Impact Effect Analysis of CFRP Golf Head. (Thesis). NSYSU. Retrieved from http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0128108-102528

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):

Hsieh, Wen-long. “Design and Impact Effect Analysis of CFRP Golf Head.” 2008. Thesis, NSYSU. Accessed April 02, 2020. http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0128108-102528.

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

MLA Handbook (7th Edition):

Hsieh, Wen-long. “Design and Impact Effect Analysis of CFRP Golf Head.” 2008. Web. 02 Apr 2020.

Vancouver:

Hsieh W. Design and Impact Effect Analysis of CFRP Golf Head. [Internet] [Thesis]. NSYSU; 2008. [cited 2020 Apr 02]. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0128108-102528.

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

Council of Science Editors:

Hsieh W. Design and Impact Effect Analysis of CFRP Golf Head. [Thesis]. NSYSU; 2008. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0128108-102528

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


Oregon State University

4. Sopal, Gautam Jayant. Environmental durability of reinforced concrete deck girders strengthened with surface-bonded carbon fiber-reinforced polymer.

Degree: MS, Civil Engineering, 2009, Oregon State University

 Long-term durability of surface-bonded carbon fiber-reinforced polymer (CFRP) for shear strengthening of reinforced concrete (RC) bridge members remains uncertain due to the limited field experience… (more)

Subjects/Keywords: CFRP; Concrete beams  – Testing

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APA (6th Edition):

Sopal, G. J. (2009). Environmental durability of reinforced concrete deck girders strengthened with surface-bonded carbon fiber-reinforced polymer. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/10262

Chicago Manual of Style (16th Edition):

Sopal, Gautam Jayant. “Environmental durability of reinforced concrete deck girders strengthened with surface-bonded carbon fiber-reinforced polymer.” 2009. Masters Thesis, Oregon State University. Accessed April 02, 2020. http://hdl.handle.net/1957/10262.

MLA Handbook (7th Edition):

Sopal, Gautam Jayant. “Environmental durability of reinforced concrete deck girders strengthened with surface-bonded carbon fiber-reinforced polymer.” 2009. Web. 02 Apr 2020.

Vancouver:

Sopal GJ. Environmental durability of reinforced concrete deck girders strengthened with surface-bonded carbon fiber-reinforced polymer. [Internet] [Masters thesis]. Oregon State University; 2009. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1957/10262.

Council of Science Editors:

Sopal GJ. Environmental durability of reinforced concrete deck girders strengthened with surface-bonded carbon fiber-reinforced polymer. [Masters Thesis]. Oregon State University; 2009. Available from: http://hdl.handle.net/1957/10262


University of Edinburgh

5. Kiari, Mohamed Ahmed Abubaker. Novel closed-loop FRP reinforcement for concrete to enhance fire performance.

Degree: PhD, 2017, University of Edinburgh

 The use of fibre-reinforced polymer (FRP) as an internal reinforcement for concrete has many advantages over steel, most notably lack of corrosion which is considered… (more)

Subjects/Keywords: FRP; concrete; fire; CFRP; reinforcement

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APA (6th Edition):

Kiari, M. A. A. (2017). Novel closed-loop FRP reinforcement for concrete to enhance fire performance. (Doctoral Dissertation). University of Edinburgh. Retrieved from http://hdl.handle.net/1842/28871

Chicago Manual of Style (16th Edition):

Kiari, Mohamed Ahmed Abubaker. “Novel closed-loop FRP reinforcement for concrete to enhance fire performance.” 2017. Doctoral Dissertation, University of Edinburgh. Accessed April 02, 2020. http://hdl.handle.net/1842/28871.

MLA Handbook (7th Edition):

Kiari, Mohamed Ahmed Abubaker. “Novel closed-loop FRP reinforcement for concrete to enhance fire performance.” 2017. Web. 02 Apr 2020.

Vancouver:

Kiari MAA. Novel closed-loop FRP reinforcement for concrete to enhance fire performance. [Internet] [Doctoral dissertation]. University of Edinburgh; 2017. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1842/28871.

Council of Science Editors:

Kiari MAA. Novel closed-loop FRP reinforcement for concrete to enhance fire performance. [Doctoral Dissertation]. University of Edinburgh; 2017. Available from: http://hdl.handle.net/1842/28871


Université Catholique de Louvain

6. Neven, Sophie. Analyse des propriétés mécaniques de l'interface fibre-matrice dans les matériaux composites par nanoindentation.

Degree: 2016, Université Catholique de Louvain

L’étude des propriétés mécaniques de l’interface fibre-matrice d’un composite à matrice époxy renforcé en fibres longues de carbone, est au cœur du présent mémoire qui… (more)

Subjects/Keywords: Nanoindentation; push-out; CFRP

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APA (6th Edition):

Neven, S. (2016). Analyse des propriétés mécaniques de l'interface fibre-matrice dans les matériaux composites par nanoindentation. (Thesis). Université Catholique de Louvain. Retrieved from http://hdl.handle.net/2078.1/thesis:6752

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):

Neven, Sophie. “Analyse des propriétés mécaniques de l'interface fibre-matrice dans les matériaux composites par nanoindentation.” 2016. Thesis, Université Catholique de Louvain. Accessed April 02, 2020. http://hdl.handle.net/2078.1/thesis:6752.

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

MLA Handbook (7th Edition):

Neven, Sophie. “Analyse des propriétés mécaniques de l'interface fibre-matrice dans les matériaux composites par nanoindentation.” 2016. Web. 02 Apr 2020.

Vancouver:

Neven S. Analyse des propriétés mécaniques de l'interface fibre-matrice dans les matériaux composites par nanoindentation. [Internet] [Thesis]. Université Catholique de Louvain; 2016. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/2078.1/thesis:6752.

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

Council of Science Editors:

Neven S. Analyse des propriétés mécaniques de l'interface fibre-matrice dans les matériaux composites par nanoindentation. [Thesis]. Université Catholique de Louvain; 2016. Available from: http://hdl.handle.net/2078.1/thesis:6752

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


Oregon State University

7. Dawson, Matthew Ryan. Scale effects on reinforced concrete beams strengthened for shear with discrete externally bonded carbon fiber-reinforced polymer U-wraps.

Degree: MS, Civil Engineering, 2008, Oregon State University

 Current ACI design provisions for shear in reinforced concrete (RC) beams strengthened with externally bonded carbon fiber-reinforced polymer (CFRP) U-wraps may not adequately account for… (more)

Subjects/Keywords: CFRP; Concrete beams  – Testing

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APA (6th Edition):

Dawson, M. R. (2008). Scale effects on reinforced concrete beams strengthened for shear with discrete externally bonded carbon fiber-reinforced polymer U-wraps. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/8898

Chicago Manual of Style (16th Edition):

Dawson, Matthew Ryan. “Scale effects on reinforced concrete beams strengthened for shear with discrete externally bonded carbon fiber-reinforced polymer U-wraps.” 2008. Masters Thesis, Oregon State University. Accessed April 02, 2020. http://hdl.handle.net/1957/8898.

MLA Handbook (7th Edition):

Dawson, Matthew Ryan. “Scale effects on reinforced concrete beams strengthened for shear with discrete externally bonded carbon fiber-reinforced polymer U-wraps.” 2008. Web. 02 Apr 2020.

Vancouver:

Dawson MR. Scale effects on reinforced concrete beams strengthened for shear with discrete externally bonded carbon fiber-reinforced polymer U-wraps. [Internet] [Masters thesis]. Oregon State University; 2008. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1957/8898.

Council of Science Editors:

Dawson MR. Scale effects on reinforced concrete beams strengthened for shear with discrete externally bonded carbon fiber-reinforced polymer U-wraps. [Masters Thesis]. Oregon State University; 2008. Available from: http://hdl.handle.net/1957/8898


University of Cambridge

8. Sivanendran, Shobana. CFRP prestressed concrete exposed to moisture.

Degree: PhD, 2017, University of Cambridge

 In environments of high moisture exposure, carbon fibre-reinforced polymer (CFRP) reinforcement is believed to be a good alternative to steel due to its non-corrosive properties.… (more)

Subjects/Keywords: CFRP; prestressed concrete; moisture

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APA (6th Edition):

Sivanendran, S. (2017). CFRP prestressed concrete exposed to moisture. (Doctoral Dissertation). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/270196 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.744380

Chicago Manual of Style (16th Edition):

Sivanendran, Shobana. “CFRP prestressed concrete exposed to moisture.” 2017. Doctoral Dissertation, University of Cambridge. Accessed April 02, 2020. https://www.repository.cam.ac.uk/handle/1810/270196 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.744380.

MLA Handbook (7th Edition):

Sivanendran, Shobana. “CFRP prestressed concrete exposed to moisture.” 2017. Web. 02 Apr 2020.

Vancouver:

Sivanendran S. CFRP prestressed concrete exposed to moisture. [Internet] [Doctoral dissertation]. University of Cambridge; 2017. [cited 2020 Apr 02]. Available from: https://www.repository.cam.ac.uk/handle/1810/270196 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.744380.

Council of Science Editors:

Sivanendran S. CFRP prestressed concrete exposed to moisture. [Doctoral Dissertation]. University of Cambridge; 2017. Available from: https://www.repository.cam.ac.uk/handle/1810/270196 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.744380


University of Cambridge

9. Sivanendran, Shobana. CFRP Prestressed Concrete Exposed to Moisture.

Degree: PhD, 2017, University of Cambridge

 In environments of high moisture exposure, carbon fibre-reinforced polymer (CFRP) reinforcement is believed to be a good alternative to steel due to its non-corrosive properties.… (more)

Subjects/Keywords: CFRP; prestressed concrete; moisture

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APA (6th Edition):

Sivanendran, S. (2017). CFRP Prestressed Concrete Exposed to Moisture. (Doctoral Dissertation). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/270196

Chicago Manual of Style (16th Edition):

Sivanendran, Shobana. “CFRP Prestressed Concrete Exposed to Moisture.” 2017. Doctoral Dissertation, University of Cambridge. Accessed April 02, 2020. https://www.repository.cam.ac.uk/handle/1810/270196.

MLA Handbook (7th Edition):

Sivanendran, Shobana. “CFRP Prestressed Concrete Exposed to Moisture.” 2017. Web. 02 Apr 2020.

Vancouver:

Sivanendran S. CFRP Prestressed Concrete Exposed to Moisture. [Internet] [Doctoral dissertation]. University of Cambridge; 2017. [cited 2020 Apr 02]. Available from: https://www.repository.cam.ac.uk/handle/1810/270196.

Council of Science Editors:

Sivanendran S. CFRP Prestressed Concrete Exposed to Moisture. [Doctoral Dissertation]. University of Cambridge; 2017. Available from: https://www.repository.cam.ac.uk/handle/1810/270196


University of Waterloo

10. Badawi, Moataz Assad. Monotonic and Fatigue Flexural Behaviour of RC Beams Strengthened with Prestressed NSM CFRP Rods.

Degree: 2007, University of Waterloo

 The use of near surface mounted (NSM) carbon fibre reinforced polymer (CFRP) reinforcement is a recent and a promising technique for increasing the flexural capacity… (more)

Subjects/Keywords: CFRP; NSM

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APA (6th Edition):

Badawi, M. A. (2007). Monotonic and Fatigue Flexural Behaviour of RC Beams Strengthened with Prestressed NSM CFRP Rods. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/2997

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):

Badawi, Moataz Assad. “Monotonic and Fatigue Flexural Behaviour of RC Beams Strengthened with Prestressed NSM CFRP Rods.” 2007. Thesis, University of Waterloo. Accessed April 02, 2020. http://hdl.handle.net/10012/2997.

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

MLA Handbook (7th Edition):

Badawi, Moataz Assad. “Monotonic and Fatigue Flexural Behaviour of RC Beams Strengthened with Prestressed NSM CFRP Rods.” 2007. Web. 02 Apr 2020.

Vancouver:

Badawi MA. Monotonic and Fatigue Flexural Behaviour of RC Beams Strengthened with Prestressed NSM CFRP Rods. [Internet] [Thesis]. University of Waterloo; 2007. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10012/2997.

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

Council of Science Editors:

Badawi MA. Monotonic and Fatigue Flexural Behaviour of RC Beams Strengthened with Prestressed NSM CFRP Rods. [Thesis]. University of Waterloo; 2007. Available from: http://hdl.handle.net/10012/2997

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


University of Waterloo

11. Vatandoost, Farhad. Fatigue Behaviour of Steel Girders Strengthened with Prestressed CFRP Strips.

Degree: 2010, University of Waterloo

 Steel bridges and structures often need strengthening due to increased live loads, or repair due to corrosion or fatigue cracking. This thesis explores the use… (more)

Subjects/Keywords: Fatigue; CFRP; Steel Girder; Prestressed

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APA (6th Edition):

Vatandoost, F. (2010). Fatigue Behaviour of Steel Girders Strengthened with Prestressed CFRP Strips. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/5211

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):

Vatandoost, Farhad. “Fatigue Behaviour of Steel Girders Strengthened with Prestressed CFRP Strips.” 2010. Thesis, University of Waterloo. Accessed April 02, 2020. http://hdl.handle.net/10012/5211.

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

MLA Handbook (7th Edition):

Vatandoost, Farhad. “Fatigue Behaviour of Steel Girders Strengthened with Prestressed CFRP Strips.” 2010. Web. 02 Apr 2020.

Vancouver:

Vatandoost F. Fatigue Behaviour of Steel Girders Strengthened with Prestressed CFRP Strips. [Internet] [Thesis]. University of Waterloo; 2010. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10012/5211.

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

Council of Science Editors:

Vatandoost F. Fatigue Behaviour of Steel Girders Strengthened with Prestressed CFRP Strips. [Thesis]. University of Waterloo; 2010. Available from: http://hdl.handle.net/10012/5211

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


University of Manitoba

12. Al-hayek, Hanan. Flexural behaviour of post-tensioned timber beams.

Degree: Civil Engineering, 2014, University of Manitoba

 An experimental program was carried out to investigate the effect of post-tensioning on timber beams and the performance of timber bridge decks with post-tensioned stringers.… (more)

Subjects/Keywords: timber; post-tensioned; beams; CFRP

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APA (6th Edition):

Al-hayek, H. (2014). Flexural behaviour of post-tensioned timber beams. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/23968

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):

Al-hayek, Hanan. “Flexural behaviour of post-tensioned timber beams.” 2014. Thesis, University of Manitoba. Accessed April 02, 2020. http://hdl.handle.net/1993/23968.

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

MLA Handbook (7th Edition):

Al-hayek, Hanan. “Flexural behaviour of post-tensioned timber beams.” 2014. Web. 02 Apr 2020.

Vancouver:

Al-hayek H. Flexural behaviour of post-tensioned timber beams. [Internet] [Thesis]. University of Manitoba; 2014. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1993/23968.

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

Council of Science Editors:

Al-hayek H. Flexural behaviour of post-tensioned timber beams. [Thesis]. University of Manitoba; 2014. Available from: http://hdl.handle.net/1993/23968

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


Universitat Politècnica de València

13. Cos-Gayón López, Fernando José. Influencia de elevadas temperaturas en la adherencia de barras de fibra de carbono con el hormigón .

Degree: 2017, Universitat Politècnica de València

 The need to mitigate the effects of corrosion on the reinforced concrete structure, and to do so permanently, has led to the proposal of replacing… (more)

Subjects/Keywords: CFRP; CARBONO; BARRAS; ADHERENCIA; TEMPERATURA

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APA (6th Edition):

Cos-Gayón López, F. J. (2017). Influencia de elevadas temperaturas en la adherencia de barras de fibra de carbono con el hormigón . (Doctoral Dissertation). Universitat Politècnica de València. Retrieved from http://hdl.handle.net/10251/91482

Chicago Manual of Style (16th Edition):

Cos-Gayón López, Fernando José. “Influencia de elevadas temperaturas en la adherencia de barras de fibra de carbono con el hormigón .” 2017. Doctoral Dissertation, Universitat Politècnica de València. Accessed April 02, 2020. http://hdl.handle.net/10251/91482.

MLA Handbook (7th Edition):

Cos-Gayón López, Fernando José. “Influencia de elevadas temperaturas en la adherencia de barras de fibra de carbono con el hormigón .” 2017. Web. 02 Apr 2020.

Vancouver:

Cos-Gayón López FJ. Influencia de elevadas temperaturas en la adherencia de barras de fibra de carbono con el hormigón . [Internet] [Doctoral dissertation]. Universitat Politècnica de València; 2017. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10251/91482.

Council of Science Editors:

Cos-Gayón López FJ. Influencia de elevadas temperaturas en la adherencia de barras de fibra de carbono con el hormigón . [Doctoral Dissertation]. Universitat Politècnica de València; 2017. Available from: http://hdl.handle.net/10251/91482

14. Beim, Kira Fukushima. Estudo comparativo das tensões cisalhantes na interface entre camadas de um compósito polimérico de fibra de carbono pelos métodos numérico e experimental.

Degree: Mestrado, Tecnologia Nuclear - Materiais, 2008, University of São Paulo

Esse trabalho apresenta a validação do método numérico dos elementos finitos para estimar a resistência ao cisalhamento da interface entre camadas de um compósito polimérico… (more)

Subjects/Keywords: cfrp; cfrp; elementos finitos.; elementos finitos.; resistencia interlaminar; resistencia interliminar

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APA (6th Edition):

Beim, K. F. (2008). Estudo comparativo das tensões cisalhantes na interface entre camadas de um compósito polimérico de fibra de carbono pelos métodos numérico e experimental. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/85/85134/tde-11062008-110900/ ;

Chicago Manual of Style (16th Edition):

Beim, Kira Fukushima. “Estudo comparativo das tensões cisalhantes na interface entre camadas de um compósito polimérico de fibra de carbono pelos métodos numérico e experimental.” 2008. Masters Thesis, University of São Paulo. Accessed April 02, 2020. http://www.teses.usp.br/teses/disponiveis/85/85134/tde-11062008-110900/ ;.

MLA Handbook (7th Edition):

Beim, Kira Fukushima. “Estudo comparativo das tensões cisalhantes na interface entre camadas de um compósito polimérico de fibra de carbono pelos métodos numérico e experimental.” 2008. Web. 02 Apr 2020.

Vancouver:

Beim KF. Estudo comparativo das tensões cisalhantes na interface entre camadas de um compósito polimérico de fibra de carbono pelos métodos numérico e experimental. [Internet] [Masters thesis]. University of São Paulo; 2008. [cited 2020 Apr 02]. Available from: http://www.teses.usp.br/teses/disponiveis/85/85134/tde-11062008-110900/ ;.

Council of Science Editors:

Beim KF. Estudo comparativo das tensões cisalhantes na interface entre camadas de um compósito polimérico de fibra de carbono pelos métodos numérico e experimental. [Masters Thesis]. University of São Paulo; 2008. Available from: http://www.teses.usp.br/teses/disponiveis/85/85134/tde-11062008-110900/ ;


Kansas State University

15. Zaki, Mohammed Ameen. Behavior of reinforced concrete beams strengthened using CFRP sheets with superior anchorage devices.

Degree: PhD, Department of Civil Engineering, 2018, Kansas State University

 The use of carbon fiber reinforced polymer (CFRP) anchors can improve the performance of reinforced concrete (RC) beams strengthened in flexure with CFRP sheets. This… (more)

Subjects/Keywords: CFRP sheets; anchorage devices; flexural strengthening; CFRP spike anchors

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APA (6th Edition):

Zaki, M. A. (2018). Behavior of reinforced concrete beams strengthened using CFRP sheets with superior anchorage devices. (Doctoral Dissertation). Kansas State University. Retrieved from http://hdl.handle.net/2097/39244

Chicago Manual of Style (16th Edition):

Zaki, Mohammed Ameen. “Behavior of reinforced concrete beams strengthened using CFRP sheets with superior anchorage devices.” 2018. Doctoral Dissertation, Kansas State University. Accessed April 02, 2020. http://hdl.handle.net/2097/39244.

MLA Handbook (7th Edition):

Zaki, Mohammed Ameen. “Behavior of reinforced concrete beams strengthened using CFRP sheets with superior anchorage devices.” 2018. Web. 02 Apr 2020.

Vancouver:

Zaki MA. Behavior of reinforced concrete beams strengthened using CFRP sheets with superior anchorage devices. [Internet] [Doctoral dissertation]. Kansas State University; 2018. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/2097/39244.

Council of Science Editors:

Zaki MA. Behavior of reinforced concrete beams strengthened using CFRP sheets with superior anchorage devices. [Doctoral Dissertation]. Kansas State University; 2018. Available from: http://hdl.handle.net/2097/39244


KTH

16. Almkvist, Axel Lison. Acoustic emission methods in fatigue testing.

Degree: Machine Design (Dept.), 2015, KTH

Acoustic emissions are small vibration pulses, elastic waves, emitted from damage processes such as crack growth inside a material. Acoustic emission (AE) is also… (more)

Subjects/Keywords: Acoustic emission; AE; grey iron; CFRP; Akustisk emission; AE; gråjärn; CFRP

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APA (6th Edition):

Almkvist, A. L. (2015). Acoustic emission methods in fatigue testing. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-183527

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):

Almkvist, Axel Lison. “Acoustic emission methods in fatigue testing.” 2015. Thesis, KTH. Accessed April 02, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-183527.

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

MLA Handbook (7th Edition):

Almkvist, Axel Lison. “Acoustic emission methods in fatigue testing.” 2015. Web. 02 Apr 2020.

Vancouver:

Almkvist AL. Acoustic emission methods in fatigue testing. [Internet] [Thesis]. KTH; 2015. [cited 2020 Apr 02]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-183527.

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

Council of Science Editors:

Almkvist AL. Acoustic emission methods in fatigue testing. [Thesis]. KTH; 2015. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-183527

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


University of Utah

17. Gibbons, Michael Eyring. Behavior of corroded reinforced concrete columns with carbon fiber reinforced polymer jackets and columns with internal glass fiber reinforced polymer spirals.

Degree: MS, Civil & Environmental Engineering, 2011, University of Utah

 This research evaluated both corroded and noncorroded reinforced concrete (RC) columns in axial compression. Carbon fiber reinforced polymer (CFRP) jackets were shown to successfully rehabilitate… (more)

Subjects/Keywords: CFRP; Columns; Concrete; Corrosion; GFRP; Reinforced

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APA (6th Edition):

Gibbons, M. E. (2011). Behavior of corroded reinforced concrete columns with carbon fiber reinforced polymer jackets and columns with internal glass fiber reinforced polymer spirals. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/399/rec/336

Chicago Manual of Style (16th Edition):

Gibbons, Michael Eyring. “Behavior of corroded reinforced concrete columns with carbon fiber reinforced polymer jackets and columns with internal glass fiber reinforced polymer spirals.” 2011. Masters Thesis, University of Utah. Accessed April 02, 2020. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/399/rec/336.

MLA Handbook (7th Edition):

Gibbons, Michael Eyring. “Behavior of corroded reinforced concrete columns with carbon fiber reinforced polymer jackets and columns with internal glass fiber reinforced polymer spirals.” 2011. Web. 02 Apr 2020.

Vancouver:

Gibbons ME. Behavior of corroded reinforced concrete columns with carbon fiber reinforced polymer jackets and columns with internal glass fiber reinforced polymer spirals. [Internet] [Masters thesis]. University of Utah; 2011. [cited 2020 Apr 02]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/399/rec/336.

Council of Science Editors:

Gibbons ME. Behavior of corroded reinforced concrete columns with carbon fiber reinforced polymer jackets and columns with internal glass fiber reinforced polymer spirals. [Masters Thesis]. University of Utah; 2011. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/399/rec/336


University of Alberta

18. Holden, Theresa A. Fatigue Rehabilitation of Coped Steel Beams Using Carbon Fibre Reinforced Polymers.

Degree: MS, Department of Civil and Environmental Engineering, 2012, University of Alberta

 Coped beams are susceptible to fatigue cracking in the web at the cope radius when subjected to tension in the coped region. Use of an… (more)

Subjects/Keywords: Fatigue; Steel; CFRP; Structural; FRP; Coped

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

APA (6th Edition):

Holden, T. A. (2012). Fatigue Rehabilitation of Coped Steel Beams Using Carbon Fibre Reinforced Polymers. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/zc77sr43q

Chicago Manual of Style (16th Edition):

Holden, Theresa A. “Fatigue Rehabilitation of Coped Steel Beams Using Carbon Fibre Reinforced Polymers.” 2012. Masters Thesis, University of Alberta. Accessed April 02, 2020. https://era.library.ualberta.ca/files/zc77sr43q.

MLA Handbook (7th Edition):

Holden, Theresa A. “Fatigue Rehabilitation of Coped Steel Beams Using Carbon Fibre Reinforced Polymers.” 2012. Web. 02 Apr 2020.

Vancouver:

Holden TA. Fatigue Rehabilitation of Coped Steel Beams Using Carbon Fibre Reinforced Polymers. [Internet] [Masters thesis]. University of Alberta; 2012. [cited 2020 Apr 02]. Available from: https://era.library.ualberta.ca/files/zc77sr43q.

Council of Science Editors:

Holden TA. Fatigue Rehabilitation of Coped Steel Beams Using Carbon Fibre Reinforced Polymers. [Masters Thesis]. University of Alberta; 2012. Available from: https://era.library.ualberta.ca/files/zc77sr43q


University of Tasmania

19. Phan, HB. The behaviour of CFRP strengthened steel joints.

Degree: 2016, University of Tasmania

 In recent years, carbon fibre reinforced polymers (CFRP) have been growing in popularity for external strengthening and repairing of deteriorated steel structures. On one hand,… (more)

Subjects/Keywords: CFRP; steel; strengthening; double strap joints; fatigue

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

APA (6th Edition):

Phan, H. (2016). The behaviour of CFRP strengthened steel joints. (Thesis). University of Tasmania. Retrieved from https://eprints.utas.edu.au/23123/2/Phan_whole_thesis_ex_pub_mat.pdf ; https://eprints.utas.edu.au/23123/1/Phan_whole_thesis.pdf

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

Chicago Manual of Style (16th Edition):

Phan, HB. “The behaviour of CFRP strengthened steel joints.” 2016. Thesis, University of Tasmania. Accessed April 02, 2020. https://eprints.utas.edu.au/23123/2/Phan_whole_thesis_ex_pub_mat.pdf ; https://eprints.utas.edu.au/23123/1/Phan_whole_thesis.pdf.

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

MLA Handbook (7th Edition):

Phan, HB. “The behaviour of CFRP strengthened steel joints.” 2016. Web. 02 Apr 2020.

Vancouver:

Phan H. The behaviour of CFRP strengthened steel joints. [Internet] [Thesis]. University of Tasmania; 2016. [cited 2020 Apr 02]. Available from: https://eprints.utas.edu.au/23123/2/Phan_whole_thesis_ex_pub_mat.pdf ; https://eprints.utas.edu.au/23123/1/Phan_whole_thesis.pdf.

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

Council of Science Editors:

Phan H. The behaviour of CFRP strengthened steel joints. [Thesis]. University of Tasmania; 2016. Available from: https://eprints.utas.edu.au/23123/2/Phan_whole_thesis_ex_pub_mat.pdf ; https://eprints.utas.edu.au/23123/1/Phan_whole_thesis.pdf

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


King Abdullah University of Science and Technology

20. Traudes, Daniel. In Situ Tomography of Microcracking in Cross Ply Carbon Fiber Composites with Pre-existing Debonding Damage.

Degree: 2012, King Abdullah University of Science and Technology

 Carbon fiber based composites are an essential material in weight-critical applications such as in the aerospace industry. However, these materials are susceptible to damage such… (more)

Subjects/Keywords: Composites; Tomography; In situ; Diffuse; CFRP; Microcrack

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APA (6th Edition):

Traudes, D. (2012). In Situ Tomography of Microcracking in Cross Ply Carbon Fiber Composites with Pre-existing Debonding Damage. (Thesis). King Abdullah University of Science and Technology. Retrieved from http://hdl.handle.net/10754/235331

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):

Traudes, Daniel. “In Situ Tomography of Microcracking in Cross Ply Carbon Fiber Composites with Pre-existing Debonding Damage.” 2012. Thesis, King Abdullah University of Science and Technology. Accessed April 02, 2020. http://hdl.handle.net/10754/235331.

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

MLA Handbook (7th Edition):

Traudes, Daniel. “In Situ Tomography of Microcracking in Cross Ply Carbon Fiber Composites with Pre-existing Debonding Damage.” 2012. Web. 02 Apr 2020.

Vancouver:

Traudes D. In Situ Tomography of Microcracking in Cross Ply Carbon Fiber Composites with Pre-existing Debonding Damage. [Internet] [Thesis]. King Abdullah University of Science and Technology; 2012. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10754/235331.

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

Council of Science Editors:

Traudes D. In Situ Tomography of Microcracking in Cross Ply Carbon Fiber Composites with Pre-existing Debonding Damage. [Thesis]. King Abdullah University of Science and Technology; 2012. Available from: http://hdl.handle.net/10754/235331

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


University of Miami

21. Dello Monaco, Francesca. Durability of Externally Bonded CFRP Subjected to Accelerated Conditioning.

Degree: MS, Civil, Architectural and Environmental Engineering (Engineering), 2015, University of Miami

 The strengthening of deficient or damaged buildings with externally bonded (EB) FRP composites is a technique confirmed in terms of bearing capacity increase. Nevertheless, the… (more)

Subjects/Keywords: Externally Bonded CFRP; Durability; Accelerated Conditioning

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APA (6th Edition):

Dello Monaco, F. (2015). Durability of Externally Bonded CFRP Subjected to Accelerated Conditioning. (Thesis). University of Miami. Retrieved from https://scholarlyrepository.miami.edu/oa_theses/575

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):

Dello Monaco, Francesca. “Durability of Externally Bonded CFRP Subjected to Accelerated Conditioning.” 2015. Thesis, University of Miami. Accessed April 02, 2020. https://scholarlyrepository.miami.edu/oa_theses/575.

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

MLA Handbook (7th Edition):

Dello Monaco, Francesca. “Durability of Externally Bonded CFRP Subjected to Accelerated Conditioning.” 2015. Web. 02 Apr 2020.

Vancouver:

Dello Monaco F. Durability of Externally Bonded CFRP Subjected to Accelerated Conditioning. [Internet] [Thesis]. University of Miami; 2015. [cited 2020 Apr 02]. Available from: https://scholarlyrepository.miami.edu/oa_theses/575.

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

Council of Science Editors:

Dello Monaco F. Durability of Externally Bonded CFRP Subjected to Accelerated Conditioning. [Thesis]. University of Miami; 2015. Available from: https://scholarlyrepository.miami.edu/oa_theses/575

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

22. Rey, Pierre-André. Caractérisation et optimisation du perçage orbital du Ti6Al4V et d'empilages CFRP/Ti6Al4V : Characterization and optimization of orbital driling Ti6AI4V and stacks CFRP/Ti6AI4V.

Degree: Docteur es, Génie mécanique, mécanique des matériaux, 2016, Université Toulouse III – Paul Sabatier

 L'étude présentée dans ce mémoire traite du perçage orbital de l'alliage de titane Ti6Al4V et du composite à fibres de carbone CFRP sur des structures… (more)

Subjects/Keywords: Perçage orbital; Perçage multi-matériaux; Ti6Al4V; CFRP

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APA (6th Edition):

Rey, P. (2016). Caractérisation et optimisation du perçage orbital du Ti6Al4V et d'empilages CFRP/Ti6Al4V : Characterization and optimization of orbital driling Ti6AI4V and stacks CFRP/Ti6AI4V. (Doctoral Dissertation). Université Toulouse III – Paul Sabatier. Retrieved from http://www.theses.fr/2016TOU30113

Chicago Manual of Style (16th Edition):

Rey, Pierre-André. “Caractérisation et optimisation du perçage orbital du Ti6Al4V et d'empilages CFRP/Ti6Al4V : Characterization and optimization of orbital driling Ti6AI4V and stacks CFRP/Ti6AI4V.” 2016. Doctoral Dissertation, Université Toulouse III – Paul Sabatier. Accessed April 02, 2020. http://www.theses.fr/2016TOU30113.

MLA Handbook (7th Edition):

Rey, Pierre-André. “Caractérisation et optimisation du perçage orbital du Ti6Al4V et d'empilages CFRP/Ti6Al4V : Characterization and optimization of orbital driling Ti6AI4V and stacks CFRP/Ti6AI4V.” 2016. Web. 02 Apr 2020.

Vancouver:

Rey P. Caractérisation et optimisation du perçage orbital du Ti6Al4V et d'empilages CFRP/Ti6Al4V : Characterization and optimization of orbital driling Ti6AI4V and stacks CFRP/Ti6AI4V. [Internet] [Doctoral dissertation]. Université Toulouse III – Paul Sabatier; 2016. [cited 2020 Apr 02]. Available from: http://www.theses.fr/2016TOU30113.

Council of Science Editors:

Rey P. Caractérisation et optimisation du perçage orbital du Ti6Al4V et d'empilages CFRP/Ti6Al4V : Characterization and optimization of orbital driling Ti6AI4V and stacks CFRP/Ti6AI4V. [Doctoral Dissertation]. Université Toulouse III – Paul Sabatier; 2016. Available from: http://www.theses.fr/2016TOU30113


Kansas State University

23. 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 April 02, 2020. http://hdl.handle.net/2097/38191.

MLA Handbook (7th Edition):

Curnutt, Austin. “Research on the mechanics of CFRP composite lap joints.” 2017. Web. 02 Apr 2020.

Vancouver:

Curnutt A. Research on the mechanics of CFRP composite lap joints. [Internet] [Masters thesis]. Kansas State University; 2017. [cited 2020 Apr 02]. 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 Wollongong

24. Le, Tan Duy. Performance of hollow core square reinforced concrete members wrapped with CFRP with different fiber orientations under static loading.

Degree: Master of Engineering (Research), 2013, University of Wollongong

  The present study deals with strengthening hollow core reinforced concrete (RC) columns and beams using external wrapping of Carbon fiber reinforced polymer (CFRP). The… (more)

Subjects/Keywords: square columns; hollow section; CFRP; fiber orientation

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APA (6th Edition):

Le, T. D. (2013). Performance of hollow core square reinforced concrete members wrapped with CFRP with different fiber orientations under static loading. (Masters Thesis). University of Wollongong. Retrieved from 0905 CIVIL ENGINEERING, 090506 Structural Engineering ; https://ro.uow.edu.au/theses/3934

Chicago Manual of Style (16th Edition):

Le, Tan Duy. “Performance of hollow core square reinforced concrete members wrapped with CFRP with different fiber orientations under static loading.” 2013. Masters Thesis, University of Wollongong. Accessed April 02, 2020. 0905 CIVIL ENGINEERING, 090506 Structural Engineering ; https://ro.uow.edu.au/theses/3934.

MLA Handbook (7th Edition):

Le, Tan Duy. “Performance of hollow core square reinforced concrete members wrapped with CFRP with different fiber orientations under static loading.” 2013. Web. 02 Apr 2020.

Vancouver:

Le TD. Performance of hollow core square reinforced concrete members wrapped with CFRP with different fiber orientations under static loading. [Internet] [Masters thesis]. University of Wollongong; 2013. [cited 2020 Apr 02]. Available from: 0905 CIVIL ENGINEERING, 090506 Structural Engineering ; https://ro.uow.edu.au/theses/3934.

Council of Science Editors:

Le TD. Performance of hollow core square reinforced concrete members wrapped with CFRP with different fiber orientations under static loading. [Masters Thesis]. University of Wollongong; 2013. Available from: 0905 CIVIL ENGINEERING, 090506 Structural Engineering ; https://ro.uow.edu.au/theses/3934


University of Wollongong

25. Le, Tan Duy. Performance of hollow core square reinforced concrete members wrapped with CFRP with different fiber orientations under static loading.

Degree: Master of engineering (research), 2013, University of Wollongong

  The present study deals with strengthening hollow core reinforced concrete (RC) columns and beams using external wrapping of Carbon fiber reinforced polymer (CFRP). The… (more)

Subjects/Keywords: Square columns; hollow section; CFRP; fiber orientation

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APA (6th Edition):

Le, T. D. (2013). Performance of hollow core square reinforced concrete members wrapped with CFRP with different fiber orientations under static loading. (Masters Thesis). University of Wollongong. Retrieved from 0905 CIVIL ENGINEERING, 090506 Structural Engineering ; https://ro.uow.edu.au/theses/4715

Chicago Manual of Style (16th Edition):

Le, Tan Duy. “Performance of hollow core square reinforced concrete members wrapped with CFRP with different fiber orientations under static loading.” 2013. Masters Thesis, University of Wollongong. Accessed April 02, 2020. 0905 CIVIL ENGINEERING, 090506 Structural Engineering ; https://ro.uow.edu.au/theses/4715.

MLA Handbook (7th Edition):

Le, Tan Duy. “Performance of hollow core square reinforced concrete members wrapped with CFRP with different fiber orientations under static loading.” 2013. Web. 02 Apr 2020.

Vancouver:

Le TD. Performance of hollow core square reinforced concrete members wrapped with CFRP with different fiber orientations under static loading. [Internet] [Masters thesis]. University of Wollongong; 2013. [cited 2020 Apr 02]. Available from: 0905 CIVIL ENGINEERING, 090506 Structural Engineering ; https://ro.uow.edu.au/theses/4715.

Council of Science Editors:

Le TD. Performance of hollow core square reinforced concrete members wrapped with CFRP with different fiber orientations under static loading. [Masters Thesis]. University of Wollongong; 2013. Available from: 0905 CIVIL ENGINEERING, 090506 Structural Engineering ; https://ro.uow.edu.au/theses/4715

26. Nguyen, Phi Long. Experimental and numerical study on thermo-mechanical behaviour of carbon fibre reinforced polymer and structures reinforced with CFRP : Étude expérimentale et numérique sur le comportement thermomécanique des polymères renforcés par des fibres de carbone (CFRP) et des structures renforcées par des CFRP.

Degree: Docteur es, Génie civil, 2018, Lyon

 Le polymère renforcé de fibres de carbone (CFRP) est l'une des solutions courantes pour réparer/renforcer/ fortifier/ rétrofiter les structures en génie civil en raison de… (more)

Subjects/Keywords: Comportement thermomécanique; Polymère renforcé de fibres de carbone (CFRP); Structure renforcée CFRP; Comportement thermomécanique; Polymère renforcé de fibres de carbone (CFRP); Structure renforcée CFRP; 624.1

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APA (6th Edition):

Nguyen, P. L. (2018). Experimental and numerical study on thermo-mechanical behaviour of carbon fibre reinforced polymer and structures reinforced with CFRP : Étude expérimentale et numérique sur le comportement thermomécanique des polymères renforcés par des fibres de carbone (CFRP) et des structures renforcées par des CFRP. (Doctoral Dissertation). Lyon. Retrieved from http://www.theses.fr/2018LYSE1130

Chicago Manual of Style (16th Edition):

Nguyen, Phi Long. “Experimental and numerical study on thermo-mechanical behaviour of carbon fibre reinforced polymer and structures reinforced with CFRP : Étude expérimentale et numérique sur le comportement thermomécanique des polymères renforcés par des fibres de carbone (CFRP) et des structures renforcées par des CFRP.” 2018. Doctoral Dissertation, Lyon. Accessed April 02, 2020. http://www.theses.fr/2018LYSE1130.

MLA Handbook (7th Edition):

Nguyen, Phi Long. “Experimental and numerical study on thermo-mechanical behaviour of carbon fibre reinforced polymer and structures reinforced with CFRP : Étude expérimentale et numérique sur le comportement thermomécanique des polymères renforcés par des fibres de carbone (CFRP) et des structures renforcées par des CFRP.” 2018. Web. 02 Apr 2020.

Vancouver:

Nguyen PL. Experimental and numerical study on thermo-mechanical behaviour of carbon fibre reinforced polymer and structures reinforced with CFRP : Étude expérimentale et numérique sur le comportement thermomécanique des polymères renforcés par des fibres de carbone (CFRP) et des structures renforcées par des CFRP. [Internet] [Doctoral dissertation]. Lyon; 2018. [cited 2020 Apr 02]. Available from: http://www.theses.fr/2018LYSE1130.

Council of Science Editors:

Nguyen PL. Experimental and numerical study on thermo-mechanical behaviour of carbon fibre reinforced polymer and structures reinforced with CFRP : Étude expérimentale et numérique sur le comportement thermomécanique des polymères renforcés par des fibres de carbone (CFRP) et des structures renforcées par des CFRP. [Doctoral Dissertation]. Lyon; 2018. Available from: http://www.theses.fr/2018LYSE1130


University of New South Wales

27. Loo, Kam Yoke Mindy. Fatigue behaviour of CFRP-repaired corroded RC beams.

Degree: Civil & Environmental Engineering, 2010, University of New South Wales

 Corrosion and deterioration can be a major problem in marine structures and bridges. Such structures are often subjected to oscillating loads that cause fatigue, significantly… (more)

Subjects/Keywords: RC Beam; CFRP; Fatigue; FE Modelling

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APA (6th Edition):

Loo, K. Y. M. (2010). Fatigue behaviour of CFRP-repaired corroded RC beams. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/45018 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:8314/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Loo, Kam Yoke Mindy. “Fatigue behaviour of CFRP-repaired corroded RC beams.” 2010. Doctoral Dissertation, University of New South Wales. Accessed April 02, 2020. http://handle.unsw.edu.au/1959.4/45018 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:8314/SOURCE02?view=true.

MLA Handbook (7th Edition):

Loo, Kam Yoke Mindy. “Fatigue behaviour of CFRP-repaired corroded RC beams.” 2010. Web. 02 Apr 2020.

Vancouver:

Loo KYM. Fatigue behaviour of CFRP-repaired corroded RC beams. [Internet] [Doctoral dissertation]. University of New South Wales; 2010. [cited 2020 Apr 02]. Available from: http://handle.unsw.edu.au/1959.4/45018 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:8314/SOURCE02?view=true.

Council of Science Editors:

Loo KYM. Fatigue behaviour of CFRP-repaired corroded RC beams. [Doctoral Dissertation]. University of New South Wales; 2010. Available from: http://handle.unsw.edu.au/1959.4/45018 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:8314/SOURCE02?view=true

28. Jonsson, Christoffer. Assessment and Optimisation of CFRP Reinforced Glulam Beams - A feasibility study in design stage reinforcement configurations for pedestrian bridge applications .

Degree: Chalmers tekniska högskola / Institutionen för arkitektur och samhällsbyggnadsteknik (ACE), 2019, Chalmers University of Technology

 Abstract Timber has throughout history been a widely used construction material due to high availability and easy access. For civil engineering structures, the technical advancement… (more)

Subjects/Keywords: CFRP Reinforcement; Timber; Pedestrian Bridge; Glulam; Composite

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APA (6th Edition):

Jonsson, C. (2019). Assessment and Optimisation of CFRP Reinforced Glulam Beams - A feasibility study in design stage reinforcement configurations for pedestrian bridge applications . (Thesis). Chalmers University of Technology. Retrieved from http://hdl.handle.net/20.500.12380/300470

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):

Jonsson, Christoffer. “Assessment and Optimisation of CFRP Reinforced Glulam Beams - A feasibility study in design stage reinforcement configurations for pedestrian bridge applications .” 2019. Thesis, Chalmers University of Technology. Accessed April 02, 2020. http://hdl.handle.net/20.500.12380/300470.

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

MLA Handbook (7th Edition):

Jonsson, Christoffer. “Assessment and Optimisation of CFRP Reinforced Glulam Beams - A feasibility study in design stage reinforcement configurations for pedestrian bridge applications .” 2019. Web. 02 Apr 2020.

Vancouver:

Jonsson C. Assessment and Optimisation of CFRP Reinforced Glulam Beams - A feasibility study in design stage reinforcement configurations for pedestrian bridge applications . [Internet] [Thesis]. Chalmers University of Technology; 2019. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/20.500.12380/300470.

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

Council of Science Editors:

Jonsson C. Assessment and Optimisation of CFRP Reinforced Glulam Beams - A feasibility study in design stage reinforcement configurations for pedestrian bridge applications . [Thesis]. Chalmers University of Technology; 2019. Available from: http://hdl.handle.net/20.500.12380/300470

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


Queens University

29. Shaat, Amr Abdel Salam. Structural Behaviour of Steel Columns and Steel-Concrete Composite Girders Retrofitted using CFRP .

Degree: Civil Engineering, 2007, Queens University

 Steel bridges and structures often need strengthening due to increased life loads, or repair due to corrosion or fatigue cracking. This study explored the use… (more)

Subjects/Keywords: Retrofit; CFRP; Steel

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APA (6th Edition):

Shaat, A. A. S. (2007). Structural Behaviour of Steel Columns and Steel-Concrete Composite Girders Retrofitted using CFRP . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/912

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):

Shaat, Amr Abdel Salam. “Structural Behaviour of Steel Columns and Steel-Concrete Composite Girders Retrofitted using CFRP .” 2007. Thesis, Queens University. Accessed April 02, 2020. http://hdl.handle.net/1974/912.

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

MLA Handbook (7th Edition):

Shaat, Amr Abdel Salam. “Structural Behaviour of Steel Columns and Steel-Concrete Composite Girders Retrofitted using CFRP .” 2007. Web. 02 Apr 2020.

Vancouver:

Shaat AAS. Structural Behaviour of Steel Columns and Steel-Concrete Composite Girders Retrofitted using CFRP . [Internet] [Thesis]. Queens University; 2007. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1974/912.

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

Council of Science Editors:

Shaat AAS. Structural Behaviour of Steel Columns and Steel-Concrete Composite Girders Retrofitted using CFRP . [Thesis]. Queens University; 2007. Available from: http://hdl.handle.net/1974/912

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

30. Nogueira, Alessandro Francelino. Texturização em superfícies de titânio grau 2 irradiadas com laser de pulsos ultracurtos.

Degree: Mestrado, Tecnologia Nuclear - Materiais, 2015, University of São Paulo

A texturização por microusinagem a laser é uma importante alternativa para que se consiga melhorar a ligação de aderência entre materiais compósitos e o titânio,… (more)

Subjects/Keywords: adesão; adhesion; CFRP; CFRP; laser de pulsos ultracurtos; texturing; texturização; titânio; titanium; ultrashort pulse laser

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

APA (6th Edition):

Nogueira, A. F. (2015). Texturização em superfícies de titânio grau 2 irradiadas com laser de pulsos ultracurtos. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/85/85134/tde-06042015-103311/ ;

Chicago Manual of Style (16th Edition):

Nogueira, Alessandro Francelino. “Texturização em superfícies de titânio grau 2 irradiadas com laser de pulsos ultracurtos.” 2015. Masters Thesis, University of São Paulo. Accessed April 02, 2020. http://www.teses.usp.br/teses/disponiveis/85/85134/tde-06042015-103311/ ;.

MLA Handbook (7th Edition):

Nogueira, Alessandro Francelino. “Texturização em superfícies de titânio grau 2 irradiadas com laser de pulsos ultracurtos.” 2015. Web. 02 Apr 2020.

Vancouver:

Nogueira AF. Texturização em superfícies de titânio grau 2 irradiadas com laser de pulsos ultracurtos. [Internet] [Masters thesis]. University of São Paulo; 2015. [cited 2020 Apr 02]. Available from: http://www.teses.usp.br/teses/disponiveis/85/85134/tde-06042015-103311/ ;.

Council of Science Editors:

Nogueira AF. Texturização em superfícies de titânio grau 2 irradiadas com laser de pulsos ultracurtos. [Masters Thesis]. University of São Paulo; 2015. Available from: http://www.teses.usp.br/teses/disponiveis/85/85134/tde-06042015-103311/ ;

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