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You searched for subject:(GFRP). Showing records 1 – 30 of 156 total matches.

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Universitat Politècnica de València

1. Almerich Chulia, Ana Isabel. Diseño, según estados límites, de estructuras de hormigón armado con redondos de fibra de vidrio GFRP .

Degree: 2011, Universitat Politècnica de València

 Desde la aparición de los redondos de fibra de vidrio como armado del hormigón, las recomendaciones existentes sobre su uso, están en continua revisión al… (more)

Subjects/Keywords: Gfrp composite; Hormigón armado; Gfrp redondo armadura

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APA (6th Edition):

Almerich Chulia, A. I. (2011). Diseño, según estados límites, de estructuras de hormigón armado con redondos de fibra de vidrio GFRP . (Doctoral Dissertation). Universitat Politècnica de València. Retrieved from http://hdl.handle.net/10251/9744

Chicago Manual of Style (16th Edition):

Almerich Chulia, Ana Isabel. “Diseño, según estados límites, de estructuras de hormigón armado con redondos de fibra de vidrio GFRP .” 2011. Doctoral Dissertation, Universitat Politècnica de València. Accessed September 17, 2019. http://hdl.handle.net/10251/9744.

MLA Handbook (7th Edition):

Almerich Chulia, Ana Isabel. “Diseño, según estados límites, de estructuras de hormigón armado con redondos de fibra de vidrio GFRP .” 2011. Web. 17 Sep 2019.

Vancouver:

Almerich Chulia AI. Diseño, según estados límites, de estructuras de hormigón armado con redondos de fibra de vidrio GFRP . [Internet] [Doctoral dissertation]. Universitat Politècnica de València; 2011. [cited 2019 Sep 17]. Available from: http://hdl.handle.net/10251/9744.

Council of Science Editors:

Almerich Chulia AI. Diseño, según estados límites, de estructuras de hormigón armado con redondos de fibra de vidrio GFRP . [Doctoral Dissertation]. Universitat Politècnica de València; 2011. Available from: http://hdl.handle.net/10251/9744


Queens University

2. Woltman, Gregory. STRUCTURAL AND STEADY-STATE THERMAL EXPERIMENTAL INVESTIGATIONS OF AN INSULATED SANDWICH PANEL .

Degree: Civil Engineering, 2014, Queens University

 Concrete-Insulation-Concrete Sandwich Panels with Glass Fibre Reinforced Polymer (GFRP) shear connectors can be a solution to increasing energy efficiency in building envelopes, while also providing… (more)

Subjects/Keywords: GFRP; Sandwich Panel

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APA (6th Edition):

Woltman, G. (2014). STRUCTURAL AND STEADY-STATE THERMAL EXPERIMENTAL INVESTIGATIONS OF AN INSULATED SANDWICH PANEL . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/12178

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):

Woltman, Gregory. “STRUCTURAL AND STEADY-STATE THERMAL EXPERIMENTAL INVESTIGATIONS OF AN INSULATED SANDWICH PANEL .” 2014. Thesis, Queens University. Accessed September 17, 2019. http://hdl.handle.net/1974/12178.

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

MLA Handbook (7th Edition):

Woltman, Gregory. “STRUCTURAL AND STEADY-STATE THERMAL EXPERIMENTAL INVESTIGATIONS OF AN INSULATED SANDWICH PANEL .” 2014. Web. 17 Sep 2019.

Vancouver:

Woltman G. STRUCTURAL AND STEADY-STATE THERMAL EXPERIMENTAL INVESTIGATIONS OF AN INSULATED SANDWICH PANEL . [Internet] [Thesis]. Queens University; 2014. [cited 2019 Sep 17]. Available from: http://hdl.handle.net/1974/12178.

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

Council of Science Editors:

Woltman G. STRUCTURAL AND STEADY-STATE THERMAL EXPERIMENTAL INVESTIGATIONS OF AN INSULATED SANDWICH PANEL . [Thesis]. Queens University; 2014. Available from: http://hdl.handle.net/1974/12178

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

3. Micali, Roberto Mauricio. Análise teórica de vigas pré-moldadas de concreto com armadura de aço e de polímero reforçado com fibra de vidro em meio altamente agressivo.

Degree: Mestrado, Projeto Mecânico, 2010, University of São Paulo

Este trabalho analisou o comportamento estrutural de polímeros reforçados com fibra de vidro - PRFV em elementos pré-moldados de concreto, com aplicações específicas em vigas… (more)

Subjects/Keywords: Cisalhamento em vigas com GFRP; Concrete beams reinforced with GFRP; FRP; FRP; GFRP; GFRP; Shear in beams with GFRP; Vigas de concreto armado com GFRP

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APA (6th Edition):

Micali, R. M. (2010). Análise teórica de vigas pré-moldadas de concreto com armadura de aço e de polímero reforçado com fibra de vidro em meio altamente agressivo. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18146/tde-12072010-155426/ ;

Chicago Manual of Style (16th Edition):

Micali, Roberto Mauricio. “Análise teórica de vigas pré-moldadas de concreto com armadura de aço e de polímero reforçado com fibra de vidro em meio altamente agressivo.” 2010. Masters Thesis, University of São Paulo. Accessed September 17, 2019. http://www.teses.usp.br/teses/disponiveis/18/18146/tde-12072010-155426/ ;.

MLA Handbook (7th Edition):

Micali, Roberto Mauricio. “Análise teórica de vigas pré-moldadas de concreto com armadura de aço e de polímero reforçado com fibra de vidro em meio altamente agressivo.” 2010. Web. 17 Sep 2019.

Vancouver:

Micali RM. Análise teórica de vigas pré-moldadas de concreto com armadura de aço e de polímero reforçado com fibra de vidro em meio altamente agressivo. [Internet] [Masters thesis]. University of São Paulo; 2010. [cited 2019 Sep 17]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18146/tde-12072010-155426/ ;.

Council of Science Editors:

Micali RM. Análise teórica de vigas pré-moldadas de concreto com armadura de aço e de polímero reforçado com fibra de vidro em meio altamente agressivo. [Masters Thesis]. University of São Paulo; 2010. Available from: http://www.teses.usp.br/teses/disponiveis/18/18146/tde-12072010-155426/ ;


University of Utah

4. Holden, Korin McDonald. Health monitoring of precast bridge deck panels with glass fiber reinforced polymer bars.

Degree: PhD, Civil & Environmental Engineering, 2012, University of Utah

 Glass fiber reinforced polymer (GFRP) bars are an innovative material that havespecial properties. One property is their noncorrosive nature that lends itself to being ableto… (more)

Subjects/Keywords: Bridge; GFRP; Monitoring; Precast

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APA (6th Edition):

Holden, K. M. (2012). Health monitoring of precast bridge deck panels with glass fiber reinforced polymer bars. (Doctoral Dissertation). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/1915/rec/1207

Chicago Manual of Style (16th Edition):

Holden, Korin McDonald. “Health monitoring of precast bridge deck panels with glass fiber reinforced polymer bars.” 2012. Doctoral Dissertation, University of Utah. Accessed September 17, 2019. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/1915/rec/1207.

MLA Handbook (7th Edition):

Holden, Korin McDonald. “Health monitoring of precast bridge deck panels with glass fiber reinforced polymer bars.” 2012. Web. 17 Sep 2019.

Vancouver:

Holden KM. Health monitoring of precast bridge deck panels with glass fiber reinforced polymer bars. [Internet] [Doctoral dissertation]. University of Utah; 2012. [cited 2019 Sep 17]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/1915/rec/1207.

Council of Science Editors:

Holden KM. Health monitoring of precast bridge deck panels with glass fiber reinforced polymer bars. [Doctoral Dissertation]. University of Utah; 2012. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/1915/rec/1207


University of Manitoba

5. El-Sayed, Yasmine. Behaviour of GFRP prestressed concrete straps.

Degree: Civil Engineering, 2011, University of Manitoba

 Steel straps are being used for confinement purposes of steel-free bridge deck slab. The objective of this study was to use GFRP prestressed concrete straps… (more)

Subjects/Keywords: GFRP; Pre-stressed concrete

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APA (6th Edition):

El-Sayed, Y. (2011). Behaviour of GFRP prestressed concrete straps. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/4948

Chicago Manual of Style (16th Edition):

El-Sayed, Yasmine. “Behaviour of GFRP prestressed concrete straps.” 2011. Masters Thesis, University of Manitoba. Accessed September 17, 2019. http://hdl.handle.net/1993/4948.

MLA Handbook (7th Edition):

El-Sayed, Yasmine. “Behaviour of GFRP prestressed concrete straps.” 2011. Web. 17 Sep 2019.

Vancouver:

El-Sayed Y. Behaviour of GFRP prestressed concrete straps. [Internet] [Masters thesis]. University of Manitoba; 2011. [cited 2019 Sep 17]. Available from: http://hdl.handle.net/1993/4948.

Council of Science Editors:

El-Sayed Y. Behaviour of GFRP prestressed concrete straps. [Masters Thesis]. University of Manitoba; 2011. Available from: http://hdl.handle.net/1993/4948


Delft University of Technology

6. Geelhoed, J. Under the Sea: An underwater habitat for the human exploration and research of our oceans:.

Degree: 2016, Delft University of Technology

 The Great Barrier Reef is in danger of polution and the changing climate. In order to protect this UNESCO world heritage site we need to… (more)

Subjects/Keywords: underwater; habitat; composite; GFRP; watertight

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APA (6th Edition):

Geelhoed, J. (2016). Under the Sea: An underwater habitat for the human exploration and research of our oceans:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:10475838-773c-4acf-bf5c-e00980f5315d

Chicago Manual of Style (16th Edition):

Geelhoed, J. “Under the Sea: An underwater habitat for the human exploration and research of our oceans:.” 2016. Masters Thesis, Delft University of Technology. Accessed September 17, 2019. http://resolver.tudelft.nl/uuid:10475838-773c-4acf-bf5c-e00980f5315d.

MLA Handbook (7th Edition):

Geelhoed, J. “Under the Sea: An underwater habitat for the human exploration and research of our oceans:.” 2016. Web. 17 Sep 2019.

Vancouver:

Geelhoed J. Under the Sea: An underwater habitat for the human exploration and research of our oceans:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Sep 17]. Available from: http://resolver.tudelft.nl/uuid:10475838-773c-4acf-bf5c-e00980f5315d.

Council of Science Editors:

Geelhoed J. Under the Sea: An underwater habitat for the human exploration and research of our oceans:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:10475838-773c-4acf-bf5c-e00980f5315d


McMaster University

7. Makhmalbaf, Elyas. A GFRP Bar Bond Stress and Strength: Comparison of Beam-bond and Pullout Tests Results.

Degree: MASc, 2015, McMaster University

Four beam-bond test specimens, two in accordance with RILEM TC-RC5 recommendation, labelled as RILEM and two based on a modified form of the ACI 208… (more)

Subjects/Keywords: GFRP bond stress distribution; GFRP bond; GFRP embedment/development length; Beam bond and pullout test method for a GFRP bar

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APA (6th Edition):

Makhmalbaf, E. (2015). A GFRP Bar Bond Stress and Strength: Comparison of Beam-bond and Pullout Tests Results. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/17237

Chicago Manual of Style (16th Edition):

Makhmalbaf, Elyas. “A GFRP Bar Bond Stress and Strength: Comparison of Beam-bond and Pullout Tests Results.” 2015. Masters Thesis, McMaster University. Accessed September 17, 2019. http://hdl.handle.net/11375/17237.

MLA Handbook (7th Edition):

Makhmalbaf, Elyas. “A GFRP Bar Bond Stress and Strength: Comparison of Beam-bond and Pullout Tests Results.” 2015. Web. 17 Sep 2019.

Vancouver:

Makhmalbaf E. A GFRP Bar Bond Stress and Strength: Comparison of Beam-bond and Pullout Tests Results. [Internet] [Masters thesis]. McMaster University; 2015. [cited 2019 Sep 17]. Available from: http://hdl.handle.net/11375/17237.

Council of Science Editors:

Makhmalbaf E. A GFRP Bar Bond Stress and Strength: Comparison of Beam-bond and Pullout Tests Results. [Masters Thesis]. McMaster University; 2015. Available from: http://hdl.handle.net/11375/17237


University of Toronto

8. Vint, Lisa. Investigation of Bond Properties of Glass Fibre Reinforced Polymer (GFRP) Bars in Concrete under Direct Tension.

Degree: 2012, University of Toronto

A study of existing research shows a need for an investigation of the bond properties of anchorage systems for GFRP bars including; straight, anchor heads… (more)

Subjects/Keywords: Bond; GFRP; Pullout; Concrete; 0543

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APA (6th Edition):

Vint, L. (2012). Investigation of Bond Properties of Glass Fibre Reinforced Polymer (GFRP) Bars in Concrete under Direct Tension. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/33573

Chicago Manual of Style (16th Edition):

Vint, Lisa. “Investigation of Bond Properties of Glass Fibre Reinforced Polymer (GFRP) Bars in Concrete under Direct Tension.” 2012. Masters Thesis, University of Toronto. Accessed September 17, 2019. http://hdl.handle.net/1807/33573.

MLA Handbook (7th Edition):

Vint, Lisa. “Investigation of Bond Properties of Glass Fibre Reinforced Polymer (GFRP) Bars in Concrete under Direct Tension.” 2012. Web. 17 Sep 2019.

Vancouver:

Vint L. Investigation of Bond Properties of Glass Fibre Reinforced Polymer (GFRP) Bars in Concrete under Direct Tension. [Internet] [Masters thesis]. University of Toronto; 2012. [cited 2019 Sep 17]. Available from: http://hdl.handle.net/1807/33573.

Council of Science Editors:

Vint L. Investigation of Bond Properties of Glass Fibre Reinforced Polymer (GFRP) Bars in Concrete under Direct Tension. [Masters Thesis]. University of Toronto; 2012. Available from: http://hdl.handle.net/1807/33573


University of Toronto

9. Tavassoli, Arjang. Behaviour of GFRP Reinforced Concrete Columns under Combined Axial Load and Flexure.

Degree: 2013, University of Toronto

This study presents experimental results from nine large-scale circular concrete columns reinforced with longitudinal and transverse glass fiber-reinforced polymer (GFRP) bars. These specimens were tested… (more)

Subjects/Keywords: concrete column; GFRP reinforcement; 0543

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APA (6th Edition):

Tavassoli, A. (2013). Behaviour of GFRP Reinforced Concrete Columns under Combined Axial Load and Flexure. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/42951

Chicago Manual of Style (16th Edition):

Tavassoli, Arjang. “Behaviour of GFRP Reinforced Concrete Columns under Combined Axial Load and Flexure.” 2013. Masters Thesis, University of Toronto. Accessed September 17, 2019. http://hdl.handle.net/1807/42951.

MLA Handbook (7th Edition):

Tavassoli, Arjang. “Behaviour of GFRP Reinforced Concrete Columns under Combined Axial Load and Flexure.” 2013. Web. 17 Sep 2019.

Vancouver:

Tavassoli A. Behaviour of GFRP Reinforced Concrete Columns under Combined Axial Load and Flexure. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2019 Sep 17]. Available from: http://hdl.handle.net/1807/42951.

Council of Science Editors:

Tavassoli A. Behaviour of GFRP Reinforced Concrete Columns under Combined Axial Load and Flexure. [Masters Thesis]. University of Toronto; 2013. Available from: http://hdl.handle.net/1807/42951


University of Bath

10. Gai, Xian. Fibre reinforced polymer (FRP) stay-in-place (SIP) participating formwork for new construction.

Degree: PhD, 2012, University of Bath

 The concept of stay-in-place (SIP) structural formwork has the potential to simplify and accelerate the construction process to a great extent. Fibre-reinforced polymer (FRP) SIP… (more)

Subjects/Keywords: 624.18; GFRP dowels; moulded GFRP grating; ductility; FRP; stay-in-place; participating formwork; pultruded GFRP box section

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APA (6th Edition):

Gai, X. (2012). Fibre reinforced polymer (FRP) stay-in-place (SIP) participating formwork for new construction. (Doctoral Dissertation). University of Bath. Retrieved from https://researchportal.bath.ac.uk/en/studentthesis/fibre-reinforced-polymer-frp-stayinplace-sip-participating-formwork-for-new-construction(64eec20d-64ac-40e5-afb3-dec22e1d2ecf).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.550617

Chicago Manual of Style (16th Edition):

Gai, Xian. “Fibre reinforced polymer (FRP) stay-in-place (SIP) participating formwork for new construction.” 2012. Doctoral Dissertation, University of Bath. Accessed September 17, 2019. https://researchportal.bath.ac.uk/en/studentthesis/fibre-reinforced-polymer-frp-stayinplace-sip-participating-formwork-for-new-construction(64eec20d-64ac-40e5-afb3-dec22e1d2ecf).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.550617.

MLA Handbook (7th Edition):

Gai, Xian. “Fibre reinforced polymer (FRP) stay-in-place (SIP) participating formwork for new construction.” 2012. Web. 17 Sep 2019.

Vancouver:

Gai X. Fibre reinforced polymer (FRP) stay-in-place (SIP) participating formwork for new construction. [Internet] [Doctoral dissertation]. University of Bath; 2012. [cited 2019 Sep 17]. Available from: https://researchportal.bath.ac.uk/en/studentthesis/fibre-reinforced-polymer-frp-stayinplace-sip-participating-formwork-for-new-construction(64eec20d-64ac-40e5-afb3-dec22e1d2ecf).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.550617.

Council of Science Editors:

Gai X. Fibre reinforced polymer (FRP) stay-in-place (SIP) participating formwork for new construction. [Doctoral Dissertation]. University of Bath; 2012. Available from: https://researchportal.bath.ac.uk/en/studentthesis/fibre-reinforced-polymer-frp-stayinplace-sip-participating-formwork-for-new-construction(64eec20d-64ac-40e5-afb3-dec22e1d2ecf).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.550617


University of Utah

11. 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 September 17, 2019. 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. 17 Sep 2019.

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 2019 Sep 17]. 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


Anna University

12. Sudha J. Monitoring of delamination during drilling of gfrp composites through acoustic emission and ultrasonic technique;.

Degree: delamination during drilling of gfrp composites through acoustic emission and ultrasonic technique, 2014, Anna University

Composite materials have found variety of applications in newlinevarious fields of technology due to their mechanical properties and their newlinefavourable strength to weight ratio in… (more)

Subjects/Keywords: acoustic emission; gfrp composites; mechanical engineering

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APA (6th Edition):

J, S. (2014). Monitoring of delamination during drilling of gfrp composites through acoustic emission and ultrasonic technique;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/25728

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):

J, Sudha. “Monitoring of delamination during drilling of gfrp composites through acoustic emission and ultrasonic technique;.” 2014. Thesis, Anna University. Accessed September 17, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/25728.

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

MLA Handbook (7th Edition):

J, Sudha. “Monitoring of delamination during drilling of gfrp composites through acoustic emission and ultrasonic technique;.” 2014. Web. 17 Sep 2019.

Vancouver:

J S. Monitoring of delamination during drilling of gfrp composites through acoustic emission and ultrasonic technique;. [Internet] [Thesis]. Anna University; 2014. [cited 2019 Sep 17]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/25728.

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

Council of Science Editors:

J S. Monitoring of delamination during drilling of gfrp composites through acoustic emission and ultrasonic technique;. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/25728

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


University of Miami

13. Rinaldi, Valentino. Design of GFRP Reinforcement for Concrete Bridge Structural Components.

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

 The demand for the development of a more efficient and durable transportation infrastructure is among the priorities of highway authorities worldwide. In the United States,… (more)

Subjects/Keywords: Composites; GFRP; parapets; traffic barriers; bridge; concrete

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APA (6th Edition):

Rinaldi, V. (2015). Design of GFRP Reinforcement for Concrete Bridge Structural Components. (Thesis). University of Miami. Retrieved from https://scholarlyrepository.miami.edu/oa_theses/578

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):

Rinaldi, Valentino. “Design of GFRP Reinforcement for Concrete Bridge Structural Components.” 2015. Thesis, University of Miami. Accessed September 17, 2019. https://scholarlyrepository.miami.edu/oa_theses/578.

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

MLA Handbook (7th Edition):

Rinaldi, Valentino. “Design of GFRP Reinforcement for Concrete Bridge Structural Components.” 2015. Web. 17 Sep 2019.

Vancouver:

Rinaldi V. Design of GFRP Reinforcement for Concrete Bridge Structural Components. [Internet] [Thesis]. University of Miami; 2015. [cited 2019 Sep 17]. Available from: https://scholarlyrepository.miami.edu/oa_theses/578.

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

Council of Science Editors:

Rinaldi V. Design of GFRP Reinforcement for Concrete Bridge Structural Components. [Thesis]. University of Miami; 2015. Available from: https://scholarlyrepository.miami.edu/oa_theses/578

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


Utah State University

14. Syndergaard, Parker. Comparing Sandwich Wall Panel Shear Connector Testing Methodologies.

Degree: MS, Civil and Environmental Engineering, 2018, Utah State University

  Precast concrete sandwich wall panels (PCSWPs) have been used in the precast industry for decades due to their durability, rapid construction, and thermal efficiency.… (more)

Subjects/Keywords: Sandwich; Panel; Shear; Connector; GFRP; Civil Engineering

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APA (6th Edition):

Syndergaard, P. (2018). Comparing Sandwich Wall Panel Shear Connector Testing Methodologies. (Masters Thesis). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/7002

Chicago Manual of Style (16th Edition):

Syndergaard, Parker. “Comparing Sandwich Wall Panel Shear Connector Testing Methodologies.” 2018. Masters Thesis, Utah State University. Accessed September 17, 2019. https://digitalcommons.usu.edu/etd/7002.

MLA Handbook (7th Edition):

Syndergaard, Parker. “Comparing Sandwich Wall Panel Shear Connector Testing Methodologies.” 2018. Web. 17 Sep 2019.

Vancouver:

Syndergaard P. Comparing Sandwich Wall Panel Shear Connector Testing Methodologies. [Internet] [Masters thesis]. Utah State University; 2018. [cited 2019 Sep 17]. Available from: https://digitalcommons.usu.edu/etd/7002.

Council of Science Editors:

Syndergaard P. Comparing Sandwich Wall Panel Shear Connector Testing Methodologies. [Masters Thesis]. Utah State University; 2018. Available from: https://digitalcommons.usu.edu/etd/7002


University of Toronto

15. Jeremic, Natasa. Short-Term and Long-Term Performance of Glass Fibre Reinforced Polymer (GFRP) Bent Bars.

Degree: 2018, University of Toronto

Corrosion-resistant Glass Fibre Reinforced Polymer (GFRP) bars have been growing in popularity as an alternative to steel reinforcement. Newly developed GFRP bent bars were tested… (more)

Subjects/Keywords: Bend; Creep; Fibre; GFRP; Stirrups; Sustained; 0543

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

APA (6th Edition):

Jeremic, N. (2018). Short-Term and Long-Term Performance of Glass Fibre Reinforced Polymer (GFRP) Bent Bars. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/89593

Chicago Manual of Style (16th Edition):

Jeremic, Natasa. “Short-Term and Long-Term Performance of Glass Fibre Reinforced Polymer (GFRP) Bent Bars.” 2018. Masters Thesis, University of Toronto. Accessed September 17, 2019. http://hdl.handle.net/1807/89593.

MLA Handbook (7th Edition):

Jeremic, Natasa. “Short-Term and Long-Term Performance of Glass Fibre Reinforced Polymer (GFRP) Bent Bars.” 2018. Web. 17 Sep 2019.

Vancouver:

Jeremic N. Short-Term and Long-Term Performance of Glass Fibre Reinforced Polymer (GFRP) Bent Bars. [Internet] [Masters thesis]. University of Toronto; 2018. [cited 2019 Sep 17]. Available from: http://hdl.handle.net/1807/89593.

Council of Science Editors:

Jeremic N. Short-Term and Long-Term Performance of Glass Fibre Reinforced Polymer (GFRP) Bent Bars. [Masters Thesis]. University of Toronto; 2018. Available from: http://hdl.handle.net/1807/89593


University of Windsor

16. Abdelaal, Amr Alaa. Shear Strengthening of Prestressed Hollow Core Slabs using Externally Bonded Glass Fibre Reinforced Polymer Sheets.

Degree: MA, Civil and Environmental Engineering, 2017, University of Windsor

 Precast prestressed hollow core (PHC) slabs are widely used as floor deck systems. However, as extrusion is the most widely adopted manufacturing technique of PHC… (more)

Subjects/Keywords: GFRP; Prestressed Hollow Core Slabs; Shear Strengthening

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APA (6th Edition):

Abdelaal, A. A. (2017). Shear Strengthening of Prestressed Hollow Core Slabs using Externally Bonded Glass Fibre Reinforced Polymer Sheets. (Masters Thesis). University of Windsor. Retrieved from https://scholar.uwindsor.ca/etd/7340

Chicago Manual of Style (16th Edition):

Abdelaal, Amr Alaa. “Shear Strengthening of Prestressed Hollow Core Slabs using Externally Bonded Glass Fibre Reinforced Polymer Sheets.” 2017. Masters Thesis, University of Windsor. Accessed September 17, 2019. https://scholar.uwindsor.ca/etd/7340.

MLA Handbook (7th Edition):

Abdelaal, Amr Alaa. “Shear Strengthening of Prestressed Hollow Core Slabs using Externally Bonded Glass Fibre Reinforced Polymer Sheets.” 2017. Web. 17 Sep 2019.

Vancouver:

Abdelaal AA. Shear Strengthening of Prestressed Hollow Core Slabs using Externally Bonded Glass Fibre Reinforced Polymer Sheets. [Internet] [Masters thesis]. University of Windsor; 2017. [cited 2019 Sep 17]. Available from: https://scholar.uwindsor.ca/etd/7340.

Council of Science Editors:

Abdelaal AA. Shear Strengthening of Prestressed Hollow Core Slabs using Externally Bonded Glass Fibre Reinforced Polymer Sheets. [Masters Thesis]. University of Windsor; 2017. Available from: https://scholar.uwindsor.ca/etd/7340


University of Minnesota

17. Bajwa, Muhammad Shahraiz. Bond Behavior of Post-Installed GFRP Bars in Structural Connections.

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

 This research presents an experimental study with GFRP bars from three manufacturers, each having different bar textures (silica coated with helical wraps, silica coated and… (more)

Subjects/Keywords: Anchorage; Bond Behavior; GFRP Bars; Post-Installed

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APA (6th Edition):

Bajwa, M. S. (2018). Bond Behavior of Post-Installed GFRP Bars in Structural Connections. (Masters Thesis). University of Minnesota. Retrieved from http://hdl.handle.net/11299/200156

Chicago Manual of Style (16th Edition):

Bajwa, Muhammad Shahraiz. “Bond Behavior of Post-Installed GFRP Bars in Structural Connections.” 2018. Masters Thesis, University of Minnesota. Accessed September 17, 2019. http://hdl.handle.net/11299/200156.

MLA Handbook (7th Edition):

Bajwa, Muhammad Shahraiz. “Bond Behavior of Post-Installed GFRP Bars in Structural Connections.” 2018. Web. 17 Sep 2019.

Vancouver:

Bajwa MS. Bond Behavior of Post-Installed GFRP Bars in Structural Connections. [Internet] [Masters thesis]. University of Minnesota; 2018. [cited 2019 Sep 17]. Available from: http://hdl.handle.net/11299/200156.

Council of Science Editors:

Bajwa MS. Bond Behavior of Post-Installed GFRP Bars in Structural Connections. [Masters Thesis]. University of Minnesota; 2018. Available from: http://hdl.handle.net/11299/200156


University of New South Wales

18. Li, Zongjun. Impact behaviour of hybrid GFRP-concrete beam under low-velocity impact loading.

Degree: Engineering & Information Technology, 2018, University of New South Wales

 The combination of two or more materials into a hybrid structural system is becoming increasingly important in the construction industry. The present study focusses on… (more)

Subjects/Keywords: low-velocity; impact; hybrid structure; GFRP; concrete

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APA (6th Edition):

Li, Z. (2018). Impact behaviour of hybrid GFRP-concrete beam under low-velocity impact loading. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/59806

Chicago Manual of Style (16th Edition):

Li, Zongjun. “Impact behaviour of hybrid GFRP-concrete beam under low-velocity impact loading.” 2018. Doctoral Dissertation, University of New South Wales. Accessed September 17, 2019. http://handle.unsw.edu.au/1959.4/59806.

MLA Handbook (7th Edition):

Li, Zongjun. “Impact behaviour of hybrid GFRP-concrete beam under low-velocity impact loading.” 2018. Web. 17 Sep 2019.

Vancouver:

Li Z. Impact behaviour of hybrid GFRP-concrete beam under low-velocity impact loading. [Internet] [Doctoral dissertation]. University of New South Wales; 2018. [cited 2019 Sep 17]. Available from: http://handle.unsw.edu.au/1959.4/59806.

Council of Science Editors:

Li Z. Impact behaviour of hybrid GFRP-concrete beam under low-velocity impact loading. [Doctoral Dissertation]. University of New South Wales; 2018. Available from: http://handle.unsw.edu.au/1959.4/59806

19. Islam, Mohammad Rubiat. Repair of GFRP Reinforced Concrete Bridge Barriers.

Degree: Civil Engineering, 2012, University of Manitoba

 In present days both concrete bridge decks and barriers are being internally reinforced with corrosion free glass fiber-reinforced polymer (GFRP) bars. The design of bridge… (more)

Subjects/Keywords: Civil; GFRP

…intact prototypes ..88 Table (4.3): Maximum strains in GFRP… …intact prototypes .121 Table (5.4): Summary of strains in GFRP… …detailing of GFRP-RC bridge barrier based on performance level, reproduced from Figure C 16.1 and… …fiber reinforced polymer (GFRP) bars as an alternative to steel bars. Nowadays GFRP… …connection totally reinforced with GFRP bars were first investigated by El-Salakawy et al… 

Page 1 Page 2 Page 3 Page 4 Page 5 Page 6 Page 7

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APA (6th Edition):

Islam, M. R. (2012). Repair of GFRP Reinforced Concrete Bridge Barriers. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/11755

Chicago Manual of Style (16th Edition):

Islam, Mohammad Rubiat. “Repair of GFRP Reinforced Concrete Bridge Barriers.” 2012. Masters Thesis, University of Manitoba. Accessed September 17, 2019. http://hdl.handle.net/1993/11755.

MLA Handbook (7th Edition):

Islam, Mohammad Rubiat. “Repair of GFRP Reinforced Concrete Bridge Barriers.” 2012. Web. 17 Sep 2019.

Vancouver:

Islam MR. Repair of GFRP Reinforced Concrete Bridge Barriers. [Internet] [Masters thesis]. University of Manitoba; 2012. [cited 2019 Sep 17]. Available from: http://hdl.handle.net/1993/11755.

Council of Science Editors:

Islam MR. Repair of GFRP Reinforced Concrete Bridge Barriers. [Masters Thesis]. University of Manitoba; 2012. Available from: http://hdl.handle.net/1993/11755


University of Ottawa

20. Parvizi, Mehran. Investigation of Bond Behaviour Between GFRP Reinforcing Bars and Concrete Containing Seawater .

Degree: 2019, University of Ottawa

 There has been a growing concern of water scarcity in recent years as global water shortages are increasing. The concrete industry consumes about 2 billion… (more)

Subjects/Keywords: Seawater; Beam-anchorage; Bond; Pullout; GFRP

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APA (6th Edition):

Parvizi, M. (2019). Investigation of Bond Behaviour Between GFRP Reinforcing Bars and Concrete Containing Seawater . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/39389

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):

Parvizi, Mehran. “Investigation of Bond Behaviour Between GFRP Reinforcing Bars and Concrete Containing Seawater .” 2019. Thesis, University of Ottawa. Accessed September 17, 2019. http://hdl.handle.net/10393/39389.

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

MLA Handbook (7th Edition):

Parvizi, Mehran. “Investigation of Bond Behaviour Between GFRP Reinforcing Bars and Concrete Containing Seawater .” 2019. Web. 17 Sep 2019.

Vancouver:

Parvizi M. Investigation of Bond Behaviour Between GFRP Reinforcing Bars and Concrete Containing Seawater . [Internet] [Thesis]. University of Ottawa; 2019. [cited 2019 Sep 17]. Available from: http://hdl.handle.net/10393/39389.

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

Council of Science Editors:

Parvizi M. Investigation of Bond Behaviour Between GFRP Reinforcing Bars and Concrete Containing Seawater . [Thesis]. University of Ottawa; 2019. Available from: http://hdl.handle.net/10393/39389

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


West Virginia University

21. Parra-Luckert, Luis Carlos. Load testing and recommended repairs for dailey branch bridges - milepost 1.4 to 5.8.

Degree: MS, Civil and Environmental Engineering, 2016, West Virginia University

  The West Virginia Department of Transportation State Rail Authority sponsored a study to evaluate the condition of the railroad bridges on the Dailey Branch… (more)

Subjects/Keywords: Strengthening; Timber; GFRP; Wraps; Epoxy; Railroads; Bridges

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APA (6th Edition):

Parra-Luckert, L. C. (2016). Load testing and recommended repairs for dailey branch bridges - milepost 1.4 to 5.8. (Thesis). West Virginia University. Retrieved from https://researchrepository.wvu.edu/etd/3985

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):

Parra-Luckert, Luis Carlos. “Load testing and recommended repairs for dailey branch bridges - milepost 1.4 to 5.8.” 2016. Thesis, West Virginia University. Accessed September 17, 2019. https://researchrepository.wvu.edu/etd/3985.

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

MLA Handbook (7th Edition):

Parra-Luckert, Luis Carlos. “Load testing and recommended repairs for dailey branch bridges - milepost 1.4 to 5.8.” 2016. Web. 17 Sep 2019.

Vancouver:

Parra-Luckert LC. Load testing and recommended repairs for dailey branch bridges - milepost 1.4 to 5.8. [Internet] [Thesis]. West Virginia University; 2016. [cited 2019 Sep 17]. Available from: https://researchrepository.wvu.edu/etd/3985.

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

Council of Science Editors:

Parra-Luckert LC. Load testing and recommended repairs for dailey branch bridges - milepost 1.4 to 5.8. [Thesis]. West Virginia University; 2016. Available from: https://researchrepository.wvu.edu/etd/3985

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


Vilnius Gediminas Technical University

22. Ručinskas, Robertas. Fiber Reinforced Polymer Composite (Frpc) Bridges And Their Construction Perspectives In Lithuania.

Degree: Master, Civil Enginering, 2011, Vilnius Gediminas Technical University

In this thesis technical and economic analysis of Fiber Reinforced Composite Polymer (FRPC) bridges was performed. Current condition and main issues of conventional bridges in… (more)

Subjects/Keywords: FRPC; GFRP; Hybrid bridge; Fully composite bridge; Deck; FRPC; GFRP; Hibridiniai tiltai; Perdanga

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APA (6th Edition):

Ručinskas, Robertas. (2011). Fiber Reinforced Polymer Composite (Frpc) Bridges And Their Construction Perspectives In Lithuania. (Masters Thesis). Vilnius Gediminas Technical University. Retrieved from http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2011~D_20110620_141735-19839 ;

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

Chicago Manual of Style (16th Edition):

Ručinskas, Robertas. “Fiber Reinforced Polymer Composite (Frpc) Bridges And Their Construction Perspectives In Lithuania.” 2011. Masters Thesis, Vilnius Gediminas Technical University. Accessed September 17, 2019. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2011~D_20110620_141735-19839 ;.

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

MLA Handbook (7th Edition):

Ručinskas, Robertas. “Fiber Reinforced Polymer Composite (Frpc) Bridges And Their Construction Perspectives In Lithuania.” 2011. Web. 17 Sep 2019.

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

Vancouver:

Ručinskas, Robertas. Fiber Reinforced Polymer Composite (Frpc) Bridges And Their Construction Perspectives In Lithuania. [Internet] [Masters thesis]. Vilnius Gediminas Technical University; 2011. [cited 2019 Sep 17]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2011~D_20110620_141735-19839 ;.

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

Council of Science Editors:

Ručinskas, Robertas. Fiber Reinforced Polymer Composite (Frpc) Bridges And Their Construction Perspectives In Lithuania. [Masters Thesis]. Vilnius Gediminas Technical University; 2011. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2011~D_20110620_141735-19839 ;

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


University of Miami

23. Rocchetti, Paolo. RC Traffic Barrier with GFRP Reinforcement.

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

  The aim of this thesis is to develop the necessary design knowledge and tools to implement an innovative Glass Fiber Reinforced Polymer (GFRP) rebar… (more)

Subjects/Keywords: GFRP; Traffic Railing; Halls River Bridge; FDOT; Continuous Closed GFRP Stirrups; Mathcad

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APA (6th Edition):

Rocchetti, P. (2017). RC Traffic Barrier with GFRP Reinforcement. (Thesis). University of Miami. Retrieved from https://scholarlyrepository.miami.edu/oa_theses/685

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):

Rocchetti, Paolo. “RC Traffic Barrier with GFRP Reinforcement.” 2017. Thesis, University of Miami. Accessed September 17, 2019. https://scholarlyrepository.miami.edu/oa_theses/685.

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

MLA Handbook (7th Edition):

Rocchetti, Paolo. “RC Traffic Barrier with GFRP Reinforcement.” 2017. Web. 17 Sep 2019.

Vancouver:

Rocchetti P. RC Traffic Barrier with GFRP Reinforcement. [Internet] [Thesis]. University of Miami; 2017. [cited 2019 Sep 17]. Available from: https://scholarlyrepository.miami.edu/oa_theses/685.

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

Council of Science Editors:

Rocchetti P. RC Traffic Barrier with GFRP Reinforcement. [Thesis]. University of Miami; 2017. Available from: https://scholarlyrepository.miami.edu/oa_theses/685

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


University of Wollongong

24. Khan, Qasim Shaukat. Axial and flexural behaviour of circular concrete filled FRP tube (CFFT) columns with and without FRP reinforcing bars.

Degree: PhD, 2016, University of Wollongong

  Fibre Reinforced Polymer (FRP) reinforcement (tube and bar) has emerged as a viable alternative of steel reinforcement due to the deterioration of steel reinforced… (more)

Subjects/Keywords: CFRP tube; CFRP bar; GFRP tube; GFRP bar; axial load; flexural load; eccentricity

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APA (6th Edition):

Khan, Q. S. (2016). Axial and flexural behaviour of circular concrete filled FRP tube (CFFT) columns with and without FRP reinforcing bars. (Doctoral Dissertation). University of Wollongong. Retrieved from 0905 CIVIL ENGINEERING ; https://ro.uow.edu.au/theses/4775

Chicago Manual of Style (16th Edition):

Khan, Qasim Shaukat. “Axial and flexural behaviour of circular concrete filled FRP tube (CFFT) columns with and without FRP reinforcing bars.” 2016. Doctoral Dissertation, University of Wollongong. Accessed September 17, 2019. 0905 CIVIL ENGINEERING ; https://ro.uow.edu.au/theses/4775.

MLA Handbook (7th Edition):

Khan, Qasim Shaukat. “Axial and flexural behaviour of circular concrete filled FRP tube (CFFT) columns with and without FRP reinforcing bars.” 2016. Web. 17 Sep 2019.

Vancouver:

Khan QS. Axial and flexural behaviour of circular concrete filled FRP tube (CFFT) columns with and without FRP reinforcing bars. [Internet] [Doctoral dissertation]. University of Wollongong; 2016. [cited 2019 Sep 17]. Available from: 0905 CIVIL ENGINEERING ; https://ro.uow.edu.au/theses/4775.

Council of Science Editors:

Khan QS. Axial and flexural behaviour of circular concrete filled FRP tube (CFFT) columns with and without FRP reinforcing bars. [Doctoral Dissertation]. University of Wollongong; 2016. Available from: 0905 CIVIL ENGINEERING ; https://ro.uow.edu.au/theses/4775


University of Manitoba

25. Mahmoud, Karam Abdou Awad. Shear behaviour of continuous concrete beams reinforced with GFRP bars.

Degree: Civil Engineering, 2015, University of Manitoba

 Continuous beams represent main structural elements in most reinforced concrete (RC) structures such as parking garages and overpass bridges. Deterioration of such structures due to… (more)

Subjects/Keywords: Shear strength; Moment redistribution; Continuous beams; High strength concrete; GFRP bars; GFRP stirrups; Size effect

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APA (6th Edition):

Mahmoud, K. A. A. (2015). Shear behaviour of continuous concrete beams reinforced with GFRP bars. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/30951

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):

Mahmoud, Karam Abdou Awad. “Shear behaviour of continuous concrete beams reinforced with GFRP bars.” 2015. Thesis, University of Manitoba. Accessed September 17, 2019. http://hdl.handle.net/1993/30951.

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

MLA Handbook (7th Edition):

Mahmoud, Karam Abdou Awad. “Shear behaviour of continuous concrete beams reinforced with GFRP bars.” 2015. Web. 17 Sep 2019.

Vancouver:

Mahmoud KAA. Shear behaviour of continuous concrete beams reinforced with GFRP bars. [Internet] [Thesis]. University of Manitoba; 2015. [cited 2019 Sep 17]. Available from: http://hdl.handle.net/1993/30951.

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

Council of Science Editors:

Mahmoud KAA. Shear behaviour of continuous concrete beams reinforced with GFRP bars. [Thesis]. University of Manitoba; 2015. Available from: http://hdl.handle.net/1993/30951

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


Queens University

26. Hajiloo, Hamzeh. Glass Fibre Reinforced Polymer (GFRP) Internally Reinforced Concrete Slabs in Fire .

Degree: Civil Engineering, Queens University

 During the past two decades, the civil engineering community has shown interest in applications of fibre reinforced polymer (FRP) reinforcement in concrete structures as an… (more)

Subjects/Keywords: GFRP Reinforcing Bars; Fire Resistance; GFRP Reinforced Slabs; Bond Degradation; GFRP Reinforcing Bars

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APA (6th Edition):

Hajiloo, H. (n.d.). Glass Fibre Reinforced Polymer (GFRP) Internally Reinforced Concrete Slabs in Fire . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/22834

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Hajiloo, Hamzeh. “Glass Fibre Reinforced Polymer (GFRP) Internally Reinforced Concrete Slabs in Fire .” Thesis, Queens University. Accessed September 17, 2019. http://hdl.handle.net/1974/22834.

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Hajiloo, Hamzeh. “Glass Fibre Reinforced Polymer (GFRP) Internally Reinforced Concrete Slabs in Fire .” Web. 17 Sep 2019.

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

Vancouver:

Hajiloo H. Glass Fibre Reinforced Polymer (GFRP) Internally Reinforced Concrete Slabs in Fire . [Internet] [Thesis]. Queens University; [cited 2019 Sep 17]. Available from: http://hdl.handle.net/1974/22834.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.

Council of Science Editors:

Hajiloo H. Glass Fibre Reinforced Polymer (GFRP) Internally Reinforced Concrete Slabs in Fire . [Thesis]. Queens University; Available from: http://hdl.handle.net/1974/22834

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.

27. Couto, Iara Andrade. Análise teórica e experimental do comportamento da aderência entre o concreto e barras de fibra de vidro impregnada por polímero.

Degree: Mestrado, Estruturas, 2007, University of São Paulo

O uso de novos materiais na construção civil combinado com a alta tecnologia dos processos construtivos pode conduzir à redução de custo e melhoria no… (more)

Subjects/Keywords: Aderência barra-concreto; Arrancamento; Barras de GFRP; Bond; Concrete; Concreto; GFRP bars; Numerical simulation; Pull-out; Simulação numérica

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APA (6th Edition):

Couto, I. A. (2007). Análise teórica e experimental do comportamento da aderência entre o concreto e barras de fibra de vidro impregnada por polímero. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-01102007-085339/ ;

Chicago Manual of Style (16th Edition):

Couto, Iara Andrade. “Análise teórica e experimental do comportamento da aderência entre o concreto e barras de fibra de vidro impregnada por polímero.” 2007. Masters Thesis, University of São Paulo. Accessed September 17, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-01102007-085339/ ;.

MLA Handbook (7th Edition):

Couto, Iara Andrade. “Análise teórica e experimental do comportamento da aderência entre o concreto e barras de fibra de vidro impregnada por polímero.” 2007. Web. 17 Sep 2019.

Vancouver:

Couto IA. Análise teórica e experimental do comportamento da aderência entre o concreto e barras de fibra de vidro impregnada por polímero. [Internet] [Masters thesis]. University of São Paulo; 2007. [cited 2019 Sep 17]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-01102007-085339/ ;.

Council of Science Editors:

Couto IA. Análise teórica e experimental do comportamento da aderência entre o concreto e barras de fibra de vidro impregnada por polímero. [Masters Thesis]. University of São Paulo; 2007. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-01102007-085339/ ;

28. Altibano Ortenzi Junior. A fibra de vidro em matrizes poliméricas e cimentícias e seu uso estrutural em construção civil : o estado-da-arte.

Degree: 2007, Universidade Federal de São Carlos

Essa dissertação trata da utilização da fibra de vidro de duas formas distintas. A primeira como uma adição ao concreto para melhorar suas propriedades mecânicas… (more)

Subjects/Keywords: Reforço estrutural; Fibra de vidro; GFRP; CONSTRUCAO CIVIL; GRC; GRC; Fiberglass; Civil construction; Structural reinforcement; GFRP; Compósitos; Construção civil

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

APA (6th Edition):

Junior, A. O. (2007). A fibra de vidro em matrizes poliméricas e cimentícias e seu uso estrutural em construção civil : o estado-da-arte. (Thesis). Universidade Federal de São Carlos. Retrieved from http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=1684

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):

Junior, Altibano Ortenzi. “A fibra de vidro em matrizes poliméricas e cimentícias e seu uso estrutural em construção civil : o estado-da-arte.” 2007. Thesis, Universidade Federal de São Carlos. Accessed September 17, 2019. http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=1684.

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

MLA Handbook (7th Edition):

Junior, Altibano Ortenzi. “A fibra de vidro em matrizes poliméricas e cimentícias e seu uso estrutural em construção civil : o estado-da-arte.” 2007. Web. 17 Sep 2019.

Vancouver:

Junior AO. A fibra de vidro em matrizes poliméricas e cimentícias e seu uso estrutural em construção civil : o estado-da-arte. [Internet] [Thesis]. Universidade Federal de São Carlos; 2007. [cited 2019 Sep 17]. Available from: http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=1684.

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

Council of Science Editors:

Junior AO. A fibra de vidro em matrizes poliméricas e cimentícias e seu uso estrutural em construção civil : o estado-da-arte. [Thesis]. Universidade Federal de São Carlos; 2007. Available from: http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=1684

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


Brno University of Technology

29. Simon, Pavel. Progresivní styčníky FRP kompozitů konstrukcí dopravní infrastruktury .

Degree: 2018, Brno University of Technology

 Práce se zabývá výzkumem styčníků konstrukcí z FRP kompozitů použitelných v konstrukčním stavitelství, se zaměřením na lepené styčníky. Jsou zde uvedena a analyzována materiálová a… (more)

Subjects/Keywords: FRP kompozit; GFRP kompozit; styčníky; lepené spoje; šroubované spoje; FRP composite; GFRP composite; joints; adhesive bonded joints; bolted joints

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

APA (6th Edition):

Simon, P. (2018). Progresivní styčníky FRP kompozitů konstrukcí dopravní infrastruktury . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/137005

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):

Simon, Pavel. “Progresivní styčníky FRP kompozitů konstrukcí dopravní infrastruktury .” 2018. Thesis, Brno University of Technology. Accessed September 17, 2019. http://hdl.handle.net/11012/137005.

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

MLA Handbook (7th Edition):

Simon, Pavel. “Progresivní styčníky FRP kompozitů konstrukcí dopravní infrastruktury .” 2018. Web. 17 Sep 2019.

Vancouver:

Simon P. Progresivní styčníky FRP kompozitů konstrukcí dopravní infrastruktury . [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2019 Sep 17]. Available from: http://hdl.handle.net/11012/137005.

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

Council of Science Editors:

Simon P. Progresivní styčníky FRP kompozitů konstrukcí dopravní infrastruktury . [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/137005

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


Anna University

30. latha B. Some studies on modeling and optimization of process parameters in drilling gfrp composites using artificial intelligence;.

Degree: modeling and optimization of process parameters in drilling gfrp composites using artificial intelligence, 2014, Anna University

Artificial Intelligence AI is a philosophy used nowadays in newlinevarieties of engineering applications AI is a new step that is very helpful to newlinethe society… (more)

Subjects/Keywords: drilling gfrp composites; information and communication engineering; modeling and optimization

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

APA (6th Edition):

B, l. (2014). Some studies on modeling and optimization of process parameters in drilling gfrp composites using artificial intelligence;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/28591

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):

B, latha. “Some studies on modeling and optimization of process parameters in drilling gfrp composites using artificial intelligence;.” 2014. Thesis, Anna University. Accessed September 17, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/28591.

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

MLA Handbook (7th Edition):

B, latha. “Some studies on modeling and optimization of process parameters in drilling gfrp composites using artificial intelligence;.” 2014. Web. 17 Sep 2019.

Vancouver:

B l. Some studies on modeling and optimization of process parameters in drilling gfrp composites using artificial intelligence;. [Internet] [Thesis]. Anna University; 2014. [cited 2019 Sep 17]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/28591.

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

Council of Science Editors:

B l. Some studies on modeling and optimization of process parameters in drilling gfrp composites using artificial intelligence;. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/28591

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

[1] [2] [3] [4] [5] [6]

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