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You searched for subject:(CFRP sheets). Showing records 1 – 5 of 5 total matches.

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Kansas State University

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

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 February 25, 2021. 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. 25 Feb 2021.

Vancouver:

Zaki MA. Behavior of reinforced concrete beams strengthened using CFRP sheets with superior anchorage devices. [Internet] [Doctoral dissertation]. Kansas State University; 2018. [cited 2021 Feb 25]. 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


Universidade do Minho

2. Silva, Joaquim Rodrigues Monteiro da. Reforço à flexão e ao corte de vigas de betão armado com uma solução híbrida de CFRP.

Degree: 2017, Universidade do Minho

 This dissertation is the result of a research carried out on the simultaneous flexural and shear strengthening of reinforced concrete (RC) beams using a hybrid… (more)

Subjects/Keywords: Vigas de betão armado; Reforço simultâneo à flexão e ao corte; Laminados de CFRP inseridos; Mantas de CFRP coladas externamente; Comportamento experimental; Reinforced concrete beams; Simultaneous flexural and shear strengthening; NSM CFRP laminates; EBR CFRP wet lay-up sheets; Experimental behavior; Engenharia e Tecnologia::Engenharia Civil

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APA (6th Edition):

Silva, J. R. M. d. (2017). Reforço à flexão e ao corte de vigas de betão armado com uma solução híbrida de CFRP. (Masters Thesis). Universidade do Minho. Retrieved from http://hdl.handle.net/1822/64774

Chicago Manual of Style (16th Edition):

Silva, Joaquim Rodrigues Monteiro da. “Reforço à flexão e ao corte de vigas de betão armado com uma solução híbrida de CFRP.” 2017. Masters Thesis, Universidade do Minho. Accessed February 25, 2021. http://hdl.handle.net/1822/64774.

MLA Handbook (7th Edition):

Silva, Joaquim Rodrigues Monteiro da. “Reforço à flexão e ao corte de vigas de betão armado com uma solução híbrida de CFRP.” 2017. Web. 25 Feb 2021.

Vancouver:

Silva JRMd. Reforço à flexão e ao corte de vigas de betão armado com uma solução híbrida de CFRP. [Internet] [Masters thesis]. Universidade do Minho; 2017. [cited 2021 Feb 25]. Available from: http://hdl.handle.net/1822/64774.

Council of Science Editors:

Silva JRMd. Reforço à flexão e ao corte de vigas de betão armado com uma solução híbrida de CFRP. [Masters Thesis]. Universidade do Minho; 2017. Available from: http://hdl.handle.net/1822/64774


Tokyo Institute of Technology / 東京工業大学

3. NGUYEN, THI THU DUNG. Behavior of Pretensioned PC Beams Strengthened in Flexure and Shear using Externally Bonded CFRP Sheets : Behavior of Pretensioned PC Beams Strengthened in Flexure and Shear using Externally Bonded CFRP Sheets.

Degree: 博士(工学), 2015, Tokyo Institute of Technology / 東京工業大学

Subjects/Keywords: Prestress concrete; Flexure; Shear; Strengthening; CFRP sheets

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

APA (6th Edition):

NGUYEN, T. T. D. (2015). Behavior of Pretensioned PC Beams Strengthened in Flexure and Shear using Externally Bonded CFRP Sheets : Behavior of Pretensioned PC Beams Strengthened in Flexure and Shear using Externally Bonded CFRP Sheets. (Thesis). Tokyo Institute of Technology / 東京工業大学. Retrieved from http://t2r2.star.titech.ac.jp/cgi-bin/publicationinfo.cgi?q_publication_content_number=CTT100695237

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):

NGUYEN, THI THU DUNG. “Behavior of Pretensioned PC Beams Strengthened in Flexure and Shear using Externally Bonded CFRP Sheets : Behavior of Pretensioned PC Beams Strengthened in Flexure and Shear using Externally Bonded CFRP Sheets.” 2015. Thesis, Tokyo Institute of Technology / 東京工業大学. Accessed February 25, 2021. http://t2r2.star.titech.ac.jp/cgi-bin/publicationinfo.cgi?q_publication_content_number=CTT100695237.

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

MLA Handbook (7th Edition):

NGUYEN, THI THU DUNG. “Behavior of Pretensioned PC Beams Strengthened in Flexure and Shear using Externally Bonded CFRP Sheets : Behavior of Pretensioned PC Beams Strengthened in Flexure and Shear using Externally Bonded CFRP Sheets.” 2015. Web. 25 Feb 2021.

Vancouver:

NGUYEN TTD. Behavior of Pretensioned PC Beams Strengthened in Flexure and Shear using Externally Bonded CFRP Sheets : Behavior of Pretensioned PC Beams Strengthened in Flexure and Shear using Externally Bonded CFRP Sheets. [Internet] [Thesis]. Tokyo Institute of Technology / 東京工業大学; 2015. [cited 2021 Feb 25]. Available from: http://t2r2.star.titech.ac.jp/cgi-bin/publicationinfo.cgi?q_publication_content_number=CTT100695237.

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

Council of Science Editors:

NGUYEN TTD. Behavior of Pretensioned PC Beams Strengthened in Flexure and Shear using Externally Bonded CFRP Sheets : Behavior of Pretensioned PC Beams Strengthened in Flexure and Shear using Externally Bonded CFRP Sheets. [Thesis]. Tokyo Institute of Technology / 東京工業大学; 2015. Available from: http://t2r2.star.titech.ac.jp/cgi-bin/publicationinfo.cgi?q_publication_content_number=CTT100695237

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


University of Windsor

4. Polies, Wafa. Rehabilitation of reinforced concrete slab-column system using CFRP sheets.

Degree: MA, Civil and Environmental Engineering, 2007, University of Windsor

Subjects/Keywords: CFRP; COLUMN; CONCRETE; REHABILITATION; REINFORCED; SHEETS; SLAB; SYSTEM; USING

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

APA (6th Edition):

Polies, W. (2007). Rehabilitation of reinforced concrete slab-column system using CFRP sheets. (Masters Thesis). University of Windsor. Retrieved from https://scholar.uwindsor.ca/etd/6975

Chicago Manual of Style (16th Edition):

Polies, Wafa. “Rehabilitation of reinforced concrete slab-column system using CFRP sheets.” 2007. Masters Thesis, University of Windsor. Accessed February 25, 2021. https://scholar.uwindsor.ca/etd/6975.

MLA Handbook (7th Edition):

Polies, Wafa. “Rehabilitation of reinforced concrete slab-column system using CFRP sheets.” 2007. Web. 25 Feb 2021.

Vancouver:

Polies W. Rehabilitation of reinforced concrete slab-column system using CFRP sheets. [Internet] [Masters thesis]. University of Windsor; 2007. [cited 2021 Feb 25]. Available from: https://scholar.uwindsor.ca/etd/6975.

Council of Science Editors:

Polies W. Rehabilitation of reinforced concrete slab-column system using CFRP sheets. [Masters Thesis]. University of Windsor; 2007. Available from: https://scholar.uwindsor.ca/etd/6975


University of Bath

5. Brindley, Monika. Shear assessment and strengthening of reinforced concrete T-beams with externally bonded CFRP sheets.

Degree: PhD, 2018, University of Bath

 Existing reinforced concrete bridges may be deemed inadequate to carry the ever-increasing traffic loads according to the current codes and standards before they reach the… (more)

Subjects/Keywords: 624.1; Reinforced Concrete T-beams; Shear; FRP Strengthening; Assessment; CFRP sheets; Deep Embedment; Experimental Testing; Numerical Analysis

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

APA (6th Edition):

Brindley, M. (2018). Shear assessment and strengthening of reinforced concrete T-beams with externally bonded CFRP sheets. (Doctoral Dissertation). University of Bath. Retrieved from https://researchportal.bath.ac.uk/en/studentthesis/shear-assessment-and-strengthening-of-reinforced-concrete-tbeams-with-externally-bonded-cfrp-sheets(5467c456-6b66-4e60-911d-0007887ce790).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.761006

Chicago Manual of Style (16th Edition):

Brindley, Monika. “Shear assessment and strengthening of reinforced concrete T-beams with externally bonded CFRP sheets.” 2018. Doctoral Dissertation, University of Bath. Accessed February 25, 2021. https://researchportal.bath.ac.uk/en/studentthesis/shear-assessment-and-strengthening-of-reinforced-concrete-tbeams-with-externally-bonded-cfrp-sheets(5467c456-6b66-4e60-911d-0007887ce790).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.761006.

MLA Handbook (7th Edition):

Brindley, Monika. “Shear assessment and strengthening of reinforced concrete T-beams with externally bonded CFRP sheets.” 2018. Web. 25 Feb 2021.

Vancouver:

Brindley M. Shear assessment and strengthening of reinforced concrete T-beams with externally bonded CFRP sheets. [Internet] [Doctoral dissertation]. University of Bath; 2018. [cited 2021 Feb 25]. Available from: https://researchportal.bath.ac.uk/en/studentthesis/shear-assessment-and-strengthening-of-reinforced-concrete-tbeams-with-externally-bonded-cfrp-sheets(5467c456-6b66-4e60-911d-0007887ce790).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.761006.

Council of Science Editors:

Brindley M. Shear assessment and strengthening of reinforced concrete T-beams with externally bonded CFRP sheets. [Doctoral Dissertation]. University of Bath; 2018. Available from: https://researchportal.bath.ac.uk/en/studentthesis/shear-assessment-and-strengthening-of-reinforced-concrete-tbeams-with-externally-bonded-cfrp-sheets(5467c456-6b66-4e60-911d-0007887ce790).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.761006

.