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You searched for subject:(GFRP reinforcement). Showing records 1 – 21 of 21 total matches.

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University of Toronto

1. 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 December 09, 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. 09 Dec 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 Dec 09]. 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

2. Moreira, Luís Sousa Pires de Campos. Experimental Reinforcement of Wood Beams.

Degree: 2013, Instituto Politécnico do Porto

Rehabilitation is becoming more and more usual in the construction sector in Portugal. The introduction of newer construction materials and technical know-how of integrating different… (more)

Subjects/Keywords: Beams; Wood modification; Reinforcement; Experimental; GFRP; Reforço; Madeira modificada; Flexão; PRFV

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APA (6th Edition):

Moreira, L. S. P. d. C. (2013). Experimental Reinforcement of Wood Beams. (Thesis). Instituto Politécnico do Porto. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/5988

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):

Moreira, Luís Sousa Pires de Campos. “Experimental Reinforcement of Wood Beams.” 2013. Thesis, Instituto Politécnico do Porto. Accessed December 09, 2019. https://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/5988.

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

MLA Handbook (7th Edition):

Moreira, Luís Sousa Pires de Campos. “Experimental Reinforcement of Wood Beams.” 2013. Web. 09 Dec 2019.

Vancouver:

Moreira LSPdC. Experimental Reinforcement of Wood Beams. [Internet] [Thesis]. Instituto Politécnico do Porto; 2013. [cited 2019 Dec 09]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/5988.

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

Council of Science Editors:

Moreira LSPdC. Experimental Reinforcement of Wood Beams. [Thesis]. Instituto Politécnico do Porto; 2013. Available from: https://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/5988

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


University of Wollongong

3. Goldston, Matthew William. Behaviour of concrete beams reinforced with GFRP bars under static & impact loading.

Degree: PhD, 2016, University of Wollongong

  Composite materials, including Fibre Reinforced Polymer (FRP) bars, have been gaining momentum as alternatives to traditional steel reinforcements in civil and structural engineering sectors.… (more)

Subjects/Keywords: GFRP; impact; RC beam; concrete strength; reinforcement ratio

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APA (6th Edition):

Goldston, M. W. (2016). Behaviour of concrete beams reinforced with GFRP bars under static & impact loading. (Doctoral Dissertation). University of Wollongong. Retrieved from ; https://ro.uow.edu.au/theses/4846

Chicago Manual of Style (16th Edition):

Goldston, Matthew William. “Behaviour of concrete beams reinforced with GFRP bars under static & impact loading.” 2016. Doctoral Dissertation, University of Wollongong. Accessed December 09, 2019. ; https://ro.uow.edu.au/theses/4846.

MLA Handbook (7th Edition):

Goldston, Matthew William. “Behaviour of concrete beams reinforced with GFRP bars under static & impact loading.” 2016. Web. 09 Dec 2019.

Vancouver:

Goldston MW. Behaviour of concrete beams reinforced with GFRP bars under static & impact loading. [Internet] [Doctoral dissertation]. University of Wollongong; 2016. [cited 2019 Dec 09]. Available from: ; https://ro.uow.edu.au/theses/4846.

Council of Science Editors:

Goldston MW. Behaviour of concrete beams reinforced with GFRP bars under static & impact loading. [Doctoral Dissertation]. University of Wollongong; 2016. Available from: ; https://ro.uow.edu.au/theses/4846


University of Bradford

4. Araba, Almahdi M. A. A. Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars.

Degree: PhD, 2017, University of Bradford

 An investigation on the application of hybrid glass fibre reinforced polymer (GFRP) and steel bars bars as longitudinal reinforcement for simple and continuous concrete beams… (more)

Subjects/Keywords: Continuous members; Hybrid reinforcement; GFRP bars; Ductility; Moment redistribution; Concrete beams

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APA (6th Edition):

Araba, A. M. A. A. (2017). Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars. (Doctoral Dissertation). University of Bradford. Retrieved from http://hdl.handle.net/10454/16920

Chicago Manual of Style (16th Edition):

Araba, Almahdi M A A. “Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars.” 2017. Doctoral Dissertation, University of Bradford. Accessed December 09, 2019. http://hdl.handle.net/10454/16920.

MLA Handbook (7th Edition):

Araba, Almahdi M A A. “Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars.” 2017. Web. 09 Dec 2019.

Vancouver:

Araba AMAA. Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars. [Internet] [Doctoral dissertation]. University of Bradford; 2017. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10454/16920.

Council of Science Editors:

Araba AMAA. Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars. [Doctoral Dissertation]. University of Bradford; 2017. Available from: http://hdl.handle.net/10454/16920

5. 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 (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 December 09, 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. 09 Dec 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 Dec 09]. 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


University of Manitoba

6. Mostafa, Ahmed. Punching shear behaviour of GFRP-RC slab-column edge connections with high strength concrete and shear reinforcement.

Degree: Civil Engineering, 2016, University of Manitoba

 In this thesis the experimental results of seven full-scale glass fiber-reinforced polymer (GFRP) reinforced concrete (RC) slab-column edge connections are presented. The dimensions of the… (more)

Subjects/Keywords: Punching shear; Slab-column connections; Glass-fiber reinforced polymers (GFRP); High strength concrete; Shear reinforcement; Edge connections; Reinforcement ratio

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APA (6th Edition):

Mostafa, A. (2016). Punching shear behaviour of GFRP-RC slab-column edge connections with high strength concrete and shear reinforcement. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/31932

Chicago Manual of Style (16th Edition):

Mostafa, Ahmed. “Punching shear behaviour of GFRP-RC slab-column edge connections with high strength concrete and shear reinforcement.” 2016. Masters Thesis, University of Manitoba. Accessed December 09, 2019. http://hdl.handle.net/1993/31932.

MLA Handbook (7th Edition):

Mostafa, Ahmed. “Punching shear behaviour of GFRP-RC slab-column edge connections with high strength concrete and shear reinforcement.” 2016. Web. 09 Dec 2019.

Vancouver:

Mostafa A. Punching shear behaviour of GFRP-RC slab-column edge connections with high strength concrete and shear reinforcement. [Internet] [Masters thesis]. University of Manitoba; 2016. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/1993/31932.

Council of Science Editors:

Mostafa A. Punching shear behaviour of GFRP-RC slab-column edge connections with high strength concrete and shear reinforcement. [Masters Thesis]. University of Manitoba; 2016. Available from: http://hdl.handle.net/1993/31932


Brno University of Technology

7. Badány, Kristián. Návrh betonových konstrukcí s využitím moderních kompozitních materiálů .

Degree: 2019, Brno University of Technology

 Táto práca sa v prvej časti zaoberá základnými informáciami o nekovovej výstuži a jej všeobecným návrhom, v druhej časti je posúdená prefabrikovaná oporná stena. Oporná… (more)

Subjects/Keywords: FRP (vláknami vystužený polymér); GFRP; kompozitná výstuž; návrh; posúdenie; zemné tlaky; železobetón; FRP (Fibre Reinforced Polymer); GFRP; composite reinforcement; design; assessment; earth pressures; reinforced concrete

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APA (6th Edition):

Badány, K. (2019). Návrh betonových konstrukcí s využitím moderních kompozitních materiálů . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/179846

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):

Badány, Kristián. “Návrh betonových konstrukcí s využitím moderních kompozitních materiálů .” 2019. Thesis, Brno University of Technology. Accessed December 09, 2019. http://hdl.handle.net/11012/179846.

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

MLA Handbook (7th Edition):

Badány, Kristián. “Návrh betonových konstrukcí s využitím moderních kompozitních materiálů .” 2019. Web. 09 Dec 2019.

Vancouver:

Badány K. Návrh betonových konstrukcí s využitím moderních kompozitních materiálů . [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/11012/179846.

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

Council of Science Editors:

Badány K. Návrh betonových konstrukcí s využitím moderních kompozitních materiálů . [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/179846

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

8. Stoner, Joseph. Finite Element Modelling of GFRP Reinforced Concrete Beams.

Degree: 2015, University of Waterloo

 The numerical modelling of twelve concrete beams reinforced with glass fibre reinforced polymer (GFRP) longitudinal and transverse bars was performed by the author using the… (more)

Subjects/Keywords: GFRP; ABAQUS; Concrete Damaged Plasticity Model; Finite Element Analysis; Concrete; glass fibre reinforced polymers; shear reinforcement; Fracture mechanics; smeared reinforcement; FEA; dilation angle; truss reinforcement

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APA (6th Edition):

Stoner, J. (2015). Finite Element Modelling of GFRP Reinforced Concrete Beams. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/9286

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):

Stoner, Joseph. “Finite Element Modelling of GFRP Reinforced Concrete Beams.” 2015. Thesis, University of Waterloo. Accessed December 09, 2019. http://hdl.handle.net/10012/9286.

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

MLA Handbook (7th Edition):

Stoner, Joseph. “Finite Element Modelling of GFRP Reinforced Concrete Beams.” 2015. Web. 09 Dec 2019.

Vancouver:

Stoner J. Finite Element Modelling of GFRP Reinforced Concrete Beams. [Internet] [Thesis]. University of Waterloo; 2015. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10012/9286.

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

Council of Science Editors:

Stoner J. Finite Element Modelling of GFRP Reinforced Concrete Beams. [Thesis]. University of Waterloo; 2015. Available from: http://hdl.handle.net/10012/9286

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

9. Worner, Victoria Jane. Use of Glass Fibre Reinforced Polymer (GFRP) reinforcing bars for concrete bridge decks.

Degree: Civil & Natural Resources, 2015, University of Canterbury

 Glass Fibre Reinforced Polymer (GFRP) bars have been developed as an alternative to steel reinforcement for various structural concrete applications. Due to their non-corrossive nature,… (more)

Subjects/Keywords: GFRP; glass fibre reinforced polymer; reinforcement; bridges

…Comparison of stress-strain curves for typical values of mild steel and GFRP reinforcement under… …x29; Effect of reinforcement ratio for GFRP bar (Isorod) reinforced slabs. b)… …Effect of reinforcement type: Isorod and C-bar are GFRP bar products, Leadline is a CFRP bar… …Research Report 364, and modify with GFRP reinforcement. Cross-section of I beam bridge typology… …82 Table 6-3: Comparison of reinforcement axial stiffness for the steel slab design, GFRP… 

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APA (6th Edition):

Worner, V. J. (2015). Use of Glass Fibre Reinforced Polymer (GFRP) reinforcing bars for concrete bridge decks. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/10724

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):

Worner, Victoria Jane. “Use of Glass Fibre Reinforced Polymer (GFRP) reinforcing bars for concrete bridge decks.” 2015. Thesis, University of Canterbury. Accessed December 09, 2019. http://hdl.handle.net/10092/10724.

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

MLA Handbook (7th Edition):

Worner, Victoria Jane. “Use of Glass Fibre Reinforced Polymer (GFRP) reinforcing bars for concrete bridge decks.” 2015. Web. 09 Dec 2019.

Vancouver:

Worner VJ. Use of Glass Fibre Reinforced Polymer (GFRP) reinforcing bars for concrete bridge decks. [Internet] [Thesis]. University of Canterbury; 2015. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10092/10724.

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

Council of Science Editors:

Worner VJ. Use of Glass Fibre Reinforced Polymer (GFRP) reinforcing bars for concrete bridge decks. [Thesis]. University of Canterbury; 2015. Available from: http://hdl.handle.net/10092/10724

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


Brno University of Technology

10. Macháček, Jan. Využití moderních kompozitních materiálů při návrhu betonových konstrukcí .

Degree: 2019, Brno University of Technology

 Diplomová práce se zabývá problematikou návrhu betonových konstrukcí vyztužených FRP dle předpisů ACI, fib, CSA a EC2, které jsou namáhány posouvající silou. Byly popsány rozdíly… (more)

Subjects/Keywords: FRP; nekovová výztuž; GFRP; CFRP; B500B; posouvající síla; smyk; prvky se smykovou výztuží; prvky bez smykové výztuže; ohyb; monolitická stropní deska; protlačení.; FRP; non-metal reinforcement; GFRP; CFRP; steel rebar; shear force; shear; elements with shear reinforcement; elements without shear reinforcement; bending; cast-inplace floor slab; punching shear.

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APA (6th Edition):

Macháček, J. (2019). Využití moderních kompozitních materiálů při návrhu betonových konstrukcí . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/137519

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):

Macháček, Jan. “Využití moderních kompozitních materiálů při návrhu betonových konstrukcí .” 2019. Thesis, Brno University of Technology. Accessed December 09, 2019. http://hdl.handle.net/11012/137519.

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

MLA Handbook (7th Edition):

Macháček, Jan. “Využití moderních kompozitních materiálů při návrhu betonových konstrukcí .” 2019. Web. 09 Dec 2019.

Vancouver:

Macháček J. Využití moderních kompozitních materiálů při návrhu betonových konstrukcí . [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/11012/137519.

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

Council of Science Editors:

Macháček J. Využití moderních kompozitních materiálů při návrhu betonových konstrukcí . [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/137519

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

11. Miotto, José Luiz. Estruturas mistas de madeira-concreto: avaliação das vigas de madeira laminada colada reforçadas com fibras de vidro.

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

No cenário da produção de edificações sustentáveis, a madeira laminada colada (MLC) ocupa lugar de destaque, sobretudo pela possibilidade de emprego de madeiras provenientes de… (more)

Subjects/Keywords: Design model; Estruturas mistas de MLC-concreto; Experimental and numerical investigations; GFRP reinforcement; Glulam-concrete composite structures; Investigações experimentais e numéricas; Modelo de dimensionamento; Reforço com fibras de vidro

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APA (6th Edition):

Miotto, J. L. (2009). Estruturas mistas de madeira-concreto: avaliação das vigas de madeira laminada colada reforçadas com fibras de vidro. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-15062009-094616/ ;

Chicago Manual of Style (16th Edition):

Miotto, José Luiz. “Estruturas mistas de madeira-concreto: avaliação das vigas de madeira laminada colada reforçadas com fibras de vidro.” 2009. Doctoral Dissertation, University of São Paulo. Accessed December 09, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-15062009-094616/ ;.

MLA Handbook (7th Edition):

Miotto, José Luiz. “Estruturas mistas de madeira-concreto: avaliação das vigas de madeira laminada colada reforçadas com fibras de vidro.” 2009. Web. 09 Dec 2019.

Vancouver:

Miotto JL. Estruturas mistas de madeira-concreto: avaliação das vigas de madeira laminada colada reforçadas com fibras de vidro. [Internet] [Doctoral dissertation]. University of São Paulo; 2009. [cited 2019 Dec 09]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-15062009-094616/ ;.

Council of Science Editors:

Miotto JL. Estruturas mistas de madeira-concreto: avaliação das vigas de madeira laminada colada reforçadas com fibras de vidro. [Doctoral Dissertation]. University of São Paulo; 2009. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-15062009-094616/ ;

12. Gouveia, Juan Carlos de Freitas. A construção em betão armado com armaduras de GFRP e o seu benefício financeiro a longo prazo.

Degree: 2017, Universidade da Madeira

 No sector da Engenharia Civil, a degradação de infraestruturas torna-se cada vez mais visível e evidente com o evoluir do tempo. De modo a evitar… (more)

Subjects/Keywords: Corrosão das armaduras; GFRP; Reabilitação; Dimensionamento; Custo; Corrosion of reinforcement; Rehabilitation; Dimensioning; Cost; Engenharia Civil; .; Faculdade de Ciências Exatas e da Engenharia; Domínio/Área Científica::Engenharia e Tecnologia::Engenharia Civil

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APA (6th Edition):

Gouveia, J. C. d. F. (2017). A construção em betão armado com armaduras de GFRP e o seu benefício financeiro a longo prazo. (Thesis). Universidade da Madeira. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:digituma.uma.pt:10400.13/1779

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):

Gouveia, Juan Carlos de Freitas. “A construção em betão armado com armaduras de GFRP e o seu benefício financeiro a longo prazo.” 2017. Thesis, Universidade da Madeira. Accessed December 09, 2019. https://www.rcaap.pt/detail.jsp?id=oai:digituma.uma.pt:10400.13/1779.

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

MLA Handbook (7th Edition):

Gouveia, Juan Carlos de Freitas. “A construção em betão armado com armaduras de GFRP e o seu benefício financeiro a longo prazo.” 2017. Web. 09 Dec 2019.

Vancouver:

Gouveia JCdF. A construção em betão armado com armaduras de GFRP e o seu benefício financeiro a longo prazo. [Internet] [Thesis]. Universidade da Madeira; 2017. [cited 2019 Dec 09]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:digituma.uma.pt:10400.13/1779.

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

Council of Science Editors:

Gouveia JCdF. A construção em betão armado com armaduras de GFRP e o seu benefício financeiro a longo prazo. [Thesis]. Universidade da Madeira; 2017. Available from: https://www.rcaap.pt/detail.jsp?id=oai:digituma.uma.pt:10400.13/1779

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


Case Western Reserve University

13. Eitel, Amy Katherine. PERFORMANCE OF A GFRP REINFORCED CONCRETE BRIDGE DECK.

Degree: PhD, Civil Engineering, 2005, Case Western Reserve University

 The corrosion resistance of fiber-reinforced polymers in addition to their high-strength and lightweight makes them a promising alternative to traditional steel reinforcement in bridge decks.… (more)

Subjects/Keywords: Engineering, Civil; FRP composites; GFRP; FRP reinforcement; bridge performance; bridge monitoring

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

APA (6th Edition):

Eitel, A. K. (2005). PERFORMANCE OF A GFRP REINFORCED CONCRETE BRIDGE DECK. (Doctoral Dissertation). Case Western Reserve University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=case1102014072

Chicago Manual of Style (16th Edition):

Eitel, Amy Katherine. “PERFORMANCE OF A GFRP REINFORCED CONCRETE BRIDGE DECK.” 2005. Doctoral Dissertation, Case Western Reserve University. Accessed December 09, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=case1102014072.

MLA Handbook (7th Edition):

Eitel, Amy Katherine. “PERFORMANCE OF A GFRP REINFORCED CONCRETE BRIDGE DECK.” 2005. Web. 09 Dec 2019.

Vancouver:

Eitel AK. PERFORMANCE OF A GFRP REINFORCED CONCRETE BRIDGE DECK. [Internet] [Doctoral dissertation]. Case Western Reserve University; 2005. [cited 2019 Dec 09]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=case1102014072.

Council of Science Editors:

Eitel AK. PERFORMANCE OF A GFRP REINFORCED CONCRETE BRIDGE DECK. [Doctoral Dissertation]. Case Western Reserve University; 2005. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=case1102014072

14. Hasaballa, Mohamed. GFRP-reinforced concrete exterior beam-column joints subjected to seismic loading.

Degree: Civil Engineering, 2014, University of Manitoba

 Glass fibre-reinforced polymer (GFRP) reinforcement is used in reinforced concrete (RC) infrastructure to avoid steel corrosion problems. The behaviour of GFRP reinforcement under seismic loading… (more)

Subjects/Keywords: GFRP reinforcement; Beam-Column Joints; Shear capacity; Seismic; S806

…230 7.2.2.2 GFRP reinforcement stress-strain relationship… …232 7.2.3.2 GFRP reinforcement bond-slip relationship… …230 Figure 7.3: Stress-strain relationship of GFRP longitudinal reinforcement… …232 Figure 7.5: Bond-slip relationship for the GFRP ribbed longitudinal reinforcement… …satisfactory seismic performance of these structures. Contrary to steel reinforcement, the GFRP… 

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APA (6th Edition):

Hasaballa, M. (2014). GFRP-reinforced concrete exterior beam-column joints subjected to seismic loading. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/24454

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):

Hasaballa, Mohamed. “GFRP-reinforced concrete exterior beam-column joints subjected to seismic loading.” 2014. Thesis, University of Manitoba. Accessed December 09, 2019. http://hdl.handle.net/1993/24454.

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

MLA Handbook (7th Edition):

Hasaballa, Mohamed. “GFRP-reinforced concrete exterior beam-column joints subjected to seismic loading.” 2014. Web. 09 Dec 2019.

Vancouver:

Hasaballa M. GFRP-reinforced concrete exterior beam-column joints subjected to seismic loading. [Internet] [Thesis]. University of Manitoba; 2014. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/1993/24454.

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

Council of Science Editors:

Hasaballa M. GFRP-reinforced concrete exterior beam-column joints subjected to seismic loading. [Thesis]. University of Manitoba; 2014. Available from: http://hdl.handle.net/1993/24454

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


University of Manitoba

15. Hussein, Ahmed. Punching shear behaviour of GFRP-RC slab-column interior connections with high strength concrete and shear reinforcement.

Degree: Civil Engineering, 2017, University of Manitoba

 This work deals with punching shear behaviour of flat plates reinforced with glass fibre-reinforced polymers (GFRP) reinforcing bars. Six full-scale reinforced concrete (RC) slab-column interior… (more)

Subjects/Keywords: Interior connections; Shear strength; Shear reinforcement; Headed studs; Glass fiber-reinforced polymers (GFRP); High strength concrete (HSC); Flat plate; Slab-column connection; Punching

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APA (6th Edition):

Hussein, A. (2017). Punching shear behaviour of GFRP-RC slab-column interior connections with high strength concrete and shear reinforcement. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/32405

Chicago Manual of Style (16th Edition):

Hussein, Ahmed. “Punching shear behaviour of GFRP-RC slab-column interior connections with high strength concrete and shear reinforcement.” 2017. Masters Thesis, University of Manitoba. Accessed December 09, 2019. http://hdl.handle.net/1993/32405.

MLA Handbook (7th Edition):

Hussein, Ahmed. “Punching shear behaviour of GFRP-RC slab-column interior connections with high strength concrete and shear reinforcement.” 2017. Web. 09 Dec 2019.

Vancouver:

Hussein A. Punching shear behaviour of GFRP-RC slab-column interior connections with high strength concrete and shear reinforcement. [Internet] [Masters thesis]. University of Manitoba; 2017. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/1993/32405.

Council of Science Editors:

Hussein A. Punching shear behaviour of GFRP-RC slab-column interior connections with high strength concrete and shear reinforcement. [Masters Thesis]. University of Manitoba; 2017. Available from: http://hdl.handle.net/1993/32405

16. Sayed, Ahmed. Punching shear behaviour of FRP-reinforced concrete interior slab-column connections.

Degree: Civil Engineering, 2015, University of Manitoba

 Flat slab-column connections are common elements in reinforced concrete (RC) structures such as parking garages. In cold weather regions, these structures are exposed to de-icing… (more)

Subjects/Keywords: Slab-column connections; GFRP reinforcement; Punching shear; Unbalanced moment; Flat slab; Shear studs reinforcement.

…slabs were reinforced in flexure with GFRP bars, with and without GFRP shear reinforcement… …64 3.2.1.2 Reinforcement… …82 4.2 SERIES I-THE EFFECTS OF REINFORCEMENT RATIO, BAR MATERIAL AND TYPE AND CONCRETE… …99 4.2.6 Predicated Punching Loads for the GFRP Specimens of Series I… …SHEAR REINFORCEMENT …. …. …... .…...106 4.3.1 Cracking and Failure Mode of… 

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APA (6th Edition):

Sayed, A. (2015). Punching shear behaviour of FRP-reinforced concrete interior slab-column connections. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/30687

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):

Sayed, Ahmed. “Punching shear behaviour of FRP-reinforced concrete interior slab-column connections.” 2015. Thesis, University of Manitoba. Accessed December 09, 2019. http://hdl.handle.net/1993/30687.

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

MLA Handbook (7th Edition):

Sayed, Ahmed. “Punching shear behaviour of FRP-reinforced concrete interior slab-column connections.” 2015. Web. 09 Dec 2019.

Vancouver:

Sayed A. Punching shear behaviour of FRP-reinforced concrete interior slab-column connections. [Internet] [Thesis]. University of Manitoba; 2015. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/1993/30687.

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

Council of Science Editors:

Sayed A. Punching shear behaviour of FRP-reinforced concrete interior slab-column connections. [Thesis]. University of Manitoba; 2015. Available from: http://hdl.handle.net/1993/30687

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

17. Tavares, Danusa Haick. Análise teórica e experimental de vigas de concreto armadas com barras não metálicas de GFRP.

Degree: Mestrado, Estruturas, 2006, University of São Paulo

A substituição do aço pela armadura não metálica objetiva o aumento da durabilidade de estruturas sujeitas à corrosão e a campos eletromagnéticos. Mas, a inserção… (more)

Subjects/Keywords: armadura não metálica; concrete beams reinforced with FRP; flexão de vigas de GFRP; flexural behavior of FRP reinforced beams; FRP; FRP; GFRP; GFRP; non metallic reinforcement; vigas de concreto armadas com FRP

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APA (6th Edition):

Tavares, D. H. (2006). Análise teórica e experimental de vigas de concreto armadas com barras não metálicas de GFRP. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-22062006-105650/ ;

Chicago Manual of Style (16th Edition):

Tavares, Danusa Haick. “Análise teórica e experimental de vigas de concreto armadas com barras não metálicas de GFRP.” 2006. Masters Thesis, University of São Paulo. Accessed December 09, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-22062006-105650/ ;.

MLA Handbook (7th Edition):

Tavares, Danusa Haick. “Análise teórica e experimental de vigas de concreto armadas com barras não metálicas de GFRP.” 2006. Web. 09 Dec 2019.

Vancouver:

Tavares DH. Análise teórica e experimental de vigas de concreto armadas com barras não metálicas de GFRP. [Internet] [Masters thesis]. University of São Paulo; 2006. [cited 2019 Dec 09]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-22062006-105650/ ;.

Council of Science Editors:

Tavares DH. Análise teórica e experimental de vigas de concreto armadas com barras não metálicas de GFRP. [Masters Thesis]. University of São Paulo; 2006. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-22062006-105650/ ;


Université de Sherbrooke

18. Eladawy, Mohamed. Punching shear behavior of interior slab–column connections reinforced with GFRP bars under lateral cyclic loading .

Degree: 2019, Université de Sherbrooke

 La thèse de doctorat porte sur la toute première étude traitant du comportement au poinçonnement de jonctions dalle-poteau en béton armé de barres en polymère… (more)

Subjects/Keywords: Concrete slab-column connection; Glass FRP (GFRP) reinforcement; seismic loading; Lateral reversed cyclic loading; GFRP shear reinforcement; Punching shear; Connection stiffness; Energy dissipation; Drift ductility index; Design codes; High-strength concrete; Jonction dalle-poteau; Armatures en polymère renforcé de fibre de verre (PRFV); Chargement cyclique latéral inversé; Armature de cisaillement en PRFV; Poinçonnement; Rigidité de jonction; Dissipation d'énergie; Indice de ductilité du déplacement relatif

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

APA (6th Edition):

Eladawy, M. (2019). Punching shear behavior of interior slab–column connections reinforced with GFRP bars under lateral cyclic loading . (Doctoral Dissertation). Université de Sherbrooke. Retrieved from http://hdl.handle.net/11143/15777

Chicago Manual of Style (16th Edition):

Eladawy, Mohamed. “Punching shear behavior of interior slab–column connections reinforced with GFRP bars under lateral cyclic loading .” 2019. Doctoral Dissertation, Université de Sherbrooke. Accessed December 09, 2019. http://hdl.handle.net/11143/15777.

MLA Handbook (7th Edition):

Eladawy, Mohamed. “Punching shear behavior of interior slab–column connections reinforced with GFRP bars under lateral cyclic loading .” 2019. Web. 09 Dec 2019.

Vancouver:

Eladawy M. Punching shear behavior of interior slab–column connections reinforced with GFRP bars under lateral cyclic loading . [Internet] [Doctoral dissertation]. Université de Sherbrooke; 2019. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/11143/15777.

Council of Science Editors:

Eladawy M. Punching shear behavior of interior slab–column connections reinforced with GFRP bars under lateral cyclic loading . [Doctoral Dissertation]. Université de Sherbrooke; 2019. Available from: http://hdl.handle.net/11143/15777


University of Waterloo

19. Krall, Martin. Tests on Concrete Beams with GFRP Flexural and Shear Reinforcements & Analysis Method for Indeterminate Strut-and-Tie Models with Brittle Reinforcements.

Degree: 2014, University of Waterloo

 This thesis is a summary of research on the use of glass fibre reinforced polymer (GFRP) bars and stirrups as internal reinforcement for concrete beams.… (more)

Subjects/Keywords: concrete beam; concrete beams; GFRP; glass fiber reinforced polymer; glass fibre reinforced polymer; FRP; fiber reinforced polymer; fibre reinforced polymer; shear reinforcement; shear reinforcements; stirrup; stirrups; strut; tie; strut and tie; brittle reinforcement; brittle reinforcements; bend strength; shear; deep beam; deep beams; shear compression; strut crushing; indeterminate strut and tie; softening coefficient; softening coefficients

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

APA (6th Edition):

Krall, M. (2014). Tests on Concrete Beams with GFRP Flexural and Shear Reinforcements & Analysis Method for Indeterminate Strut-and-Tie Models with Brittle Reinforcements. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/9003

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):

Krall, Martin. “Tests on Concrete Beams with GFRP Flexural and Shear Reinforcements & Analysis Method for Indeterminate Strut-and-Tie Models with Brittle Reinforcements.” 2014. Thesis, University of Waterloo. Accessed December 09, 2019. http://hdl.handle.net/10012/9003.

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

MLA Handbook (7th Edition):

Krall, Martin. “Tests on Concrete Beams with GFRP Flexural and Shear Reinforcements & Analysis Method for Indeterminate Strut-and-Tie Models with Brittle Reinforcements.” 2014. Web. 09 Dec 2019.

Vancouver:

Krall M. Tests on Concrete Beams with GFRP Flexural and Shear Reinforcements & Analysis Method for Indeterminate Strut-and-Tie Models with Brittle Reinforcements. [Internet] [Thesis]. University of Waterloo; 2014. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10012/9003.

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

Council of Science Editors:

Krall M. Tests on Concrete Beams with GFRP Flexural and Shear Reinforcements & Analysis Method for Indeterminate Strut-and-Tie Models with Brittle Reinforcements. [Thesis]. University of Waterloo; 2014. Available from: http://hdl.handle.net/10012/9003

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


Université de Sherbrooke

20. Salama, Ahmed. Punching shear behavior Of GFRP-RC edge slab column connections with and without shear stirrups reinforcement .

Degree: 2019, Université de Sherbrooke

 Flat plates are commonly used in parking garages due to their functional and economic advantages. Slabs in parking garages are susceptible to accelerated deterioration due… (more)

Subjects/Keywords: Jonctions dalle-poteau de rive; Poinçonnement; Moment non équilibré; Barres de PRFV; Étriers; Armatures de cisaillement; Béton à haute résistance; FEM; Codes de conception; Résistance au cisaillement; Edge slab-column connections; Punching shear; Unbalanced moment; GFRP bars; Stirrups; Shear reinforcement; Design codes; High strength concrete; Shear strength

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APA (6th Edition):

Salama, A. (2019). Punching shear behavior Of GFRP-RC edge slab column connections with and without shear stirrups reinforcement . (Doctoral Dissertation). Université de Sherbrooke. Retrieved from http://hdl.handle.net/11143/16085

Chicago Manual of Style (16th Edition):

Salama, Ahmed. “Punching shear behavior Of GFRP-RC edge slab column connections with and without shear stirrups reinforcement .” 2019. Doctoral Dissertation, Université de Sherbrooke. Accessed December 09, 2019. http://hdl.handle.net/11143/16085.

MLA Handbook (7th Edition):

Salama, Ahmed. “Punching shear behavior Of GFRP-RC edge slab column connections with and without shear stirrups reinforcement .” 2019. Web. 09 Dec 2019.

Vancouver:

Salama A. Punching shear behavior Of GFRP-RC edge slab column connections with and without shear stirrups reinforcement . [Internet] [Doctoral dissertation]. Université de Sherbrooke; 2019. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/11143/16085.

Council of Science Editors:

Salama A. Punching shear behavior Of GFRP-RC edge slab column connections with and without shear stirrups reinforcement . [Doctoral Dissertation]. Université de Sherbrooke; 2019. Available from: http://hdl.handle.net/11143/16085


Université de Sherbrooke

21. Arafa, Ahmed. Assessment of strength, stiffness, and deformation capacity of concrete squat walls reinforced with GFRP bars .

Degree: 2017, Université de Sherbrooke

 Abstract : The present study addressed the feasibility of reinforced-concrete squat walls totally reinforced with GFRP bars to attain reasonable strength and drift requirements as… (more)

Subjects/Keywords: Squat walls; GFRP bars; Seismic; Sliding shear; Residual displacement; Flexural and shear deformations; Stiffness; Concrete; Hysteretic response; Web reinforcement; Voiles courts; Béton; Barres d’armature en polymère renforcé de fibre de verre (PRFV); Sismique; Réponse hystérétique; Rupture par glissement; Déplacement résiduel; Armature de l’âme; Déformation due à la flexion et à l’effort tranchant; Rigidité

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

APA (6th Edition):

Arafa, A. (2017). Assessment of strength, stiffness, and deformation capacity of concrete squat walls reinforced with GFRP bars . (Doctoral Dissertation). Université de Sherbrooke. Retrieved from http://hdl.handle.net/11143/11057

Chicago Manual of Style (16th Edition):

Arafa, Ahmed. “Assessment of strength, stiffness, and deformation capacity of concrete squat walls reinforced with GFRP bars .” 2017. Doctoral Dissertation, Université de Sherbrooke. Accessed December 09, 2019. http://hdl.handle.net/11143/11057.

MLA Handbook (7th Edition):

Arafa, Ahmed. “Assessment of strength, stiffness, and deformation capacity of concrete squat walls reinforced with GFRP bars .” 2017. Web. 09 Dec 2019.

Vancouver:

Arafa A. Assessment of strength, stiffness, and deformation capacity of concrete squat walls reinforced with GFRP bars . [Internet] [Doctoral dissertation]. Université de Sherbrooke; 2017. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/11143/11057.

Council of Science Editors:

Arafa A. Assessment of strength, stiffness, and deformation capacity of concrete squat walls reinforced with GFRP bars . [Doctoral Dissertation]. Université de Sherbrooke; 2017. Available from: http://hdl.handle.net/11143/11057

.