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You searched for subject:(GFRP). Showing records 1 – 30 of 162 total matches.

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Pontifical Catholic University of Rio de Janeiro

1. DANIELLE DUQUE ESTRADA PACHECO. [pt] AVALIAÇÃO DE MECANISMOS DE TRANSFERÊNCIA DA FORÇA CORTANTE E RESISTÊNCIA DE VIGAS DE CONCRETO REFORÇADO COM BARRAS DE FIBRA DE VIDRO.

Degree: 2019, Pontifical Catholic University of Rio de Janeiro

[pt] Este trabalho tem como objetivo avaliar a resistência à força cortante de vigas de concreto reforçado com barras de fibras de vidro e investigar… (more)

Subjects/Keywords: [pt] DIC; [en] DIC; [pt] BARRAS DE POLIMERO REFORCADO COM FIBRA DE VIDRO - GFRP; [en] GLASS FIBER REINFORCED POLYMER GFRP REBARS; [pt] MECANISMOS DE TRANSFERENCIA DE ESFORCO CORTANTE; [en] SHEAR TRANSFER MECHANISMS; [pt] VIGAS DE CONCRETO ARMADO; [en] REINFORCED CONCRETE BEAMS

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APA (6th Edition):

PACHECO, D. D. E. (2019). [pt] AVALIAÇÃO DE MECANISMOS DE TRANSFERÊNCIA DA FORÇA CORTANTE E RESISTÊNCIA DE VIGAS DE CONCRETO REFORÇADO COM BARRAS DE FIBRA DE VIDRO. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=45733

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):

PACHECO, DANIELLE DUQUE ESTRADA. “[pt] AVALIAÇÃO DE MECANISMOS DE TRANSFERÊNCIA DA FORÇA CORTANTE E RESISTÊNCIA DE VIGAS DE CONCRETO REFORÇADO COM BARRAS DE FIBRA DE VIDRO.” 2019. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed October 23, 2019. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=45733.

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

MLA Handbook (7th Edition):

PACHECO, DANIELLE DUQUE ESTRADA. “[pt] AVALIAÇÃO DE MECANISMOS DE TRANSFERÊNCIA DA FORÇA CORTANTE E RESISTÊNCIA DE VIGAS DE CONCRETO REFORÇADO COM BARRAS DE FIBRA DE VIDRO.” 2019. Web. 23 Oct 2019.

Vancouver:

PACHECO DDE. [pt] AVALIAÇÃO DE MECANISMOS DE TRANSFERÊNCIA DA FORÇA CORTANTE E RESISTÊNCIA DE VIGAS DE CONCRETO REFORÇADO COM BARRAS DE FIBRA DE VIDRO. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2019. [cited 2019 Oct 23]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=45733.

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

Council of Science Editors:

PACHECO DDE. [pt] AVALIAÇÃO DE MECANISMOS DE TRANSFERÊNCIA DA FORÇA CORTANTE E RESISTÊNCIA DE VIGAS DE CONCRETO REFORÇADO COM BARRAS DE FIBRA DE VIDRO. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2019. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=45733

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


University of Waterloo

2. Tedford, Timothy. Experimental Investigation of the Shear Behaviour of Slender Concrete Beams Reinforced with GFRP.

Degree: 2019, University of Waterloo

 Glass fibre-reinforced polymers (GFRP) are being used as longitudinal and shear reinforcement in specialized concrete applications. GFRP products are designed as direct replacements for conventional… (more)

Subjects/Keywords: concrete mechanics; concrete; GFRP; slender beams; experimental

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APA (6th Edition):

Tedford, T. (2019). Experimental Investigation of the Shear Behaviour of Slender Concrete Beams Reinforced with GFRP. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/15081

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):

Tedford, Timothy. “Experimental Investigation of the Shear Behaviour of Slender Concrete Beams Reinforced with GFRP.” 2019. Thesis, University of Waterloo. Accessed October 23, 2019. http://hdl.handle.net/10012/15081.

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

MLA Handbook (7th Edition):

Tedford, Timothy. “Experimental Investigation of the Shear Behaviour of Slender Concrete Beams Reinforced with GFRP.” 2019. Web. 23 Oct 2019.

Vancouver:

Tedford T. Experimental Investigation of the Shear Behaviour of Slender Concrete Beams Reinforced with GFRP. [Internet] [Thesis]. University of Waterloo; 2019. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10012/15081.

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

Council of Science Editors:

Tedford T. Experimental Investigation of the Shear Behaviour of Slender Concrete Beams Reinforced with GFRP. [Thesis]. University of Waterloo; 2019. Available from: http://hdl.handle.net/10012/15081

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


Pontifical Catholic University of Rio de Janeiro

3. FILIPE ROCHA GOMES DE SA. [en] INFLUENCE OF POLYPROPYLENE FIBERS ADDITION IN THE BEHAVIOR OF GFRP REINFORCED CONCRETE MEMBERS.

Degree: 2019, Pontifical Catholic University of Rio de Janeiro

[pt] A utilização de barras de polímero reforçado por fibras de vidro (glass fiber reinforced polymer, GFRP, em inglês) como reforço de estruturas de concreto… (more)

Subjects/Keywords: [pt] CONCRETO ARMADO; [en] REINFORCED CONCRETE; [pt] FIBRAS DE POLIPROPILENO; [en] POLYPROPYLENE FIBER; [pt] PRFV; [en] GFRP; [pt] ENRIJECIMENTO A TRACAO; [en] TENSION STIFFENING; [pt] COMPORTAMENTO A FLEXAO; [en] FLEXURAL BEHAVIOR

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APA (6th Edition):

SA, F. R. G. D. (2019). [en] INFLUENCE OF POLYPROPYLENE FIBERS ADDITION IN THE BEHAVIOR OF GFRP REINFORCED CONCRETE MEMBERS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=45372

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):

SA, FILIPE ROCHA GOMES DE. “[en] INFLUENCE OF POLYPROPYLENE FIBERS ADDITION IN THE BEHAVIOR OF GFRP REINFORCED CONCRETE MEMBERS.” 2019. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed October 23, 2019. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=45372.

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

MLA Handbook (7th Edition):

SA, FILIPE ROCHA GOMES DE. “[en] INFLUENCE OF POLYPROPYLENE FIBERS ADDITION IN THE BEHAVIOR OF GFRP REINFORCED CONCRETE MEMBERS.” 2019. Web. 23 Oct 2019.

Vancouver:

SA FRGD. [en] INFLUENCE OF POLYPROPYLENE FIBERS ADDITION IN THE BEHAVIOR OF GFRP REINFORCED CONCRETE MEMBERS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2019. [cited 2019 Oct 23]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=45372.

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

Council of Science Editors:

SA FRGD. [en] INFLUENCE OF POLYPROPYLENE FIBERS ADDITION IN THE BEHAVIOR OF GFRP REINFORCED CONCRETE MEMBERS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2019. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=45372

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


University of Manitoba

4. Khalili Ghomi, Shervin. Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies.

Degree: Civil Engineering, 2019, University of Manitoba

 In the past two decades, Fiber Reinforced Polymers (FRPs) have been introduced as an effective alternative for the conventional steel bars and stirrups in reinforced… (more)

Subjects/Keywords: GFRP-RC; Moment-resisting frames; Seismic performance; Cyclic loading; Beam-column connections; Beam-column-slab subassemblies; Lateral load-drift response; Bolted steel side plates; FRP-RC moment-resisting frames

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APA (6th Edition):

Khalili Ghomi, S. (2019). Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/34286

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):

Khalili Ghomi, Shervin. “Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies.” 2019. Thesis, University of Manitoba. Accessed October 23, 2019. http://hdl.handle.net/1993/34286.

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

MLA Handbook (7th Edition):

Khalili Ghomi, Shervin. “Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies.” 2019. Web. 23 Oct 2019.

Vancouver:

Khalili Ghomi S. Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies. [Internet] [Thesis]. University of Manitoba; 2019. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/1993/34286.

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

Council of Science Editors:

Khalili Ghomi S. Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies. [Thesis]. University of Manitoba; 2019. Available from: http://hdl.handle.net/1993/34286

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


University of Toronto

5. Kharal, Zahra. Towards Understanding the Seismic Behaviour of GFRP Confined Concrete Columns.

Degree: PhD, 2019, University of Toronto

 Conventional steel reinforced concrete (RC) structures are prone to corrosion, resulting in billions of dollars in damages globally annually. The use of glass-fibre reinforced polymer… (more)

Subjects/Keywords: columns; confinement; GFRP; reinforced concrete; seismic response; sustainable infrastructure; 0543

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APA (6th Edition):

Kharal, Z. (2019). Towards Understanding the Seismic Behaviour of GFRP Confined Concrete Columns. (Doctoral Dissertation). University of Toronto. Retrieved from http://hdl.handle.net/1807/95853

Chicago Manual of Style (16th Edition):

Kharal, Zahra. “Towards Understanding the Seismic Behaviour of GFRP Confined Concrete Columns.” 2019. Doctoral Dissertation, University of Toronto. Accessed October 23, 2019. http://hdl.handle.net/1807/95853.

MLA Handbook (7th Edition):

Kharal, Zahra. “Towards Understanding the Seismic Behaviour of GFRP Confined Concrete Columns.” 2019. Web. 23 Oct 2019.

Vancouver:

Kharal Z. Towards Understanding the Seismic Behaviour of GFRP Confined Concrete Columns. [Internet] [Doctoral dissertation]. University of Toronto; 2019. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/1807/95853.

Council of Science Editors:

Kharal Z. Towards Understanding the Seismic Behaviour of GFRP Confined Concrete Columns. [Doctoral Dissertation]. University of Toronto; 2019. Available from: http://hdl.handle.net/1807/95853


Université de Sherbrooke

6. 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 (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 October 23, 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. 23 Oct 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 Oct 23]. 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 Ottawa

7. 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 October 23, 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. 23 Oct 2019.

Vancouver:

Parvizi M. Investigation of Bond Behaviour Between GFRP Reinforcing Bars and Concrete Containing Seawater . [Internet] [Thesis]. University of Ottawa; 2019. [cited 2019 Oct 23]. 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


Université de Sherbrooke

8. Asadianardakani, Alireza. Étude expérimentale sur le chevauchement de barres d’armature en PRFV groupées dans le béton .

Degree: 2019, Université de Sherbrooke

 Ces dernières années, l’utilisation des barres d’armature en polymère renforcé de fibres de verre (PRFV) a considérablement augmenté en raison de leurs propriétés intrinsèques telles… (more)

Subjects/Keywords: Longueur de chevauchement; Résistance d'adhérence; Barres groupées; Barres de PRFV; Béton armé; Effet de décalage; Analyse moment-courbure; Déformation en flexion; Confinement; Splice length; Bond strength; Bundled bars; GFRP bars; Reinforced concrete; Staggering effect; Flexural deformation; Moment-curvature analysis

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APA (6th Edition):

Asadianardakani, A. (2019). Étude expérimentale sur le chevauchement de barres d’armature en PRFV groupées dans le béton . (Doctoral Dissertation). Université de Sherbrooke. Retrieved from http://hdl.handle.net/11143/15527

Chicago Manual of Style (16th Edition):

Asadianardakani, Alireza. “Étude expérimentale sur le chevauchement de barres d’armature en PRFV groupées dans le béton .” 2019. Doctoral Dissertation, Université de Sherbrooke. Accessed October 23, 2019. http://hdl.handle.net/11143/15527.

MLA Handbook (7th Edition):

Asadianardakani, Alireza. “Étude expérimentale sur le chevauchement de barres d’armature en PRFV groupées dans le béton .” 2019. Web. 23 Oct 2019.

Vancouver:

Asadianardakani A. Étude expérimentale sur le chevauchement de barres d’armature en PRFV groupées dans le béton . [Internet] [Doctoral dissertation]. Université de Sherbrooke; 2019. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/11143/15527.

Council of Science Editors:

Asadianardakani A. Étude expérimentale sur le chevauchement de barres d’armature en PRFV groupées dans le béton . [Doctoral Dissertation]. Université de Sherbrooke; 2019. Available from: http://hdl.handle.net/11143/15527


Université de Sherbrooke

9. Tabatabaei Kashani, Amirhomayoon. Compression lap splices of GFRP bars in reinforced concrete columns .

Degree: 2019, Université de Sherbrooke

 Corrosion of concrete structures reinforced with steel bars is a concern in regions where weather condition is harsh. Fiber-reinforced-polymers (FRP) reinforcement has proven its feasibility… (more)

Subjects/Keywords: GFRP bars; Barres de PRFV; Reinforced concrete column; Poteau en béton armé; Splice length; Longueur de recouvrement; Analytical model; Modèle analytique; End bearing; Appui bout à bout; Bond; Adhérence; Failure mode; Mode de rupture; Compression; Axial load; Circular section; Charge axiale; Section circulaire

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APA (6th Edition):

Tabatabaei Kashani, A. (2019). Compression lap splices of GFRP bars in reinforced concrete columns . (Doctoral Dissertation). Université de Sherbrooke. Retrieved from http://hdl.handle.net/11143/15450

Chicago Manual of Style (16th Edition):

Tabatabaei Kashani, Amirhomayoon. “Compression lap splices of GFRP bars in reinforced concrete columns .” 2019. Doctoral Dissertation, Université de Sherbrooke. Accessed October 23, 2019. http://hdl.handle.net/11143/15450.

MLA Handbook (7th Edition):

Tabatabaei Kashani, Amirhomayoon. “Compression lap splices of GFRP bars in reinforced concrete columns .” 2019. Web. 23 Oct 2019.

Vancouver:

Tabatabaei Kashani A. Compression lap splices of GFRP bars in reinforced concrete columns . [Internet] [Doctoral dissertation]. Université de Sherbrooke; 2019. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/11143/15450.

Council of Science Editors:

Tabatabaei Kashani A. Compression lap splices of GFRP bars in reinforced concrete columns . [Doctoral Dissertation]. Université de Sherbrooke; 2019. Available from: http://hdl.handle.net/11143/15450


University of Manitoba

10. Mohamed, Ahmed. Behaviour of GFRP-RC continuous deep beams without web reinforcement.

Degree: Civil Engineering, 2019, University of Manitoba

 Steel-reinforced concrete (RC) deep beams are one of the major components in the superstructure of bridges, they are used for load distribution as transfer girders… (more)

Subjects/Keywords: Deep beams; STM; Arch action; GFRP; Headed-end; Continuous beams.

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APA (6th Edition):

Mohamed, A. (2019). Behaviour of GFRP-RC continuous deep beams without web reinforcement. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/33874

Chicago Manual of Style (16th Edition):

Mohamed, Ahmed. “Behaviour of GFRP-RC continuous deep beams without web reinforcement.” 2019. Masters Thesis, University of Manitoba. Accessed October 23, 2019. http://hdl.handle.net/1993/33874.

MLA Handbook (7th Edition):

Mohamed, Ahmed. “Behaviour of GFRP-RC continuous deep beams without web reinforcement.” 2019. Web. 23 Oct 2019.

Vancouver:

Mohamed A. Behaviour of GFRP-RC continuous deep beams without web reinforcement. [Internet] [Masters thesis]. University of Manitoba; 2019. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/1993/33874.

Council of Science Editors:

Mohamed A. Behaviour of GFRP-RC continuous deep beams without web reinforcement. [Masters Thesis]. University of Manitoba; 2019. Available from: http://hdl.handle.net/1993/33874


Université de Sherbrooke

11. Youssef, Mohamed. Structural behavior of GFRP-RC bridge-deck slabs connected with UHPFRC closure joints in accelerated bridge construction .

Degree: 2019, Université de Sherbrooke

 Abstract: Accelerated bridge construction (ABC) techniques have become increasingly commonplace alternatives to conventional construction techniques over the recent years. This thesis investigates the structural behavior… (more)

Subjects/Keywords: Accelerated bridge construction; ABC; UHPFRC; GFRP; Construction accélérée de ponts; BFUP; PRFV; Ultra-high-performance fiber-reinforced concrete; Ultra high performance fiber reinforced concrete; Precast concrete slabs; Bridge deck; Glass-fiber-reinforced-polymer; Glass fiber reinforced polymer; Joint; Longitudinal joint; Transverse joint; Connection; Deflection; Shear strength; Bridge design code; Splice length; Joint width; Dalles de béton préfabriquées; Connexion; Longueur de recouvrement; Code de conception de pont; Flèche

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APA (6th Edition):

Youssef, M. (2019). Structural behavior of GFRP-RC bridge-deck slabs connected with UHPFRC closure joints in accelerated bridge construction . (Doctoral Dissertation). Université de Sherbrooke. Retrieved from http://hdl.handle.net/11143/15201

Chicago Manual of Style (16th Edition):

Youssef, Mohamed. “Structural behavior of GFRP-RC bridge-deck slabs connected with UHPFRC closure joints in accelerated bridge construction .” 2019. Doctoral Dissertation, Université de Sherbrooke. Accessed October 23, 2019. http://hdl.handle.net/11143/15201.

MLA Handbook (7th Edition):

Youssef, Mohamed. “Structural behavior of GFRP-RC bridge-deck slabs connected with UHPFRC closure joints in accelerated bridge construction .” 2019. Web. 23 Oct 2019.

Vancouver:

Youssef M. Structural behavior of GFRP-RC bridge-deck slabs connected with UHPFRC closure joints in accelerated bridge construction . [Internet] [Doctoral dissertation]. Université de Sherbrooke; 2019. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/11143/15201.

Council of Science Editors:

Youssef M. Structural behavior of GFRP-RC bridge-deck slabs connected with UHPFRC closure joints in accelerated bridge construction . [Doctoral Dissertation]. Université de Sherbrooke; 2019. Available from: http://hdl.handle.net/11143/15201


Pontifical Catholic University of Rio de Janeiro

12. GISELE GOES CINTRA. [en] LOCAL BUCKLING BEHAVIOR OF PULTRUDED GLASS-FIBER REINFORCED POLYMER (PGFRP) I-SECTION COLUMNS.

Degree: 2019, Pontifical Catholic University of Rio de Janeiro

[pt] Este trabalho tem como objetivo investigar o desempenho de colunas com seção I em polímeros reforçados com fibra de vidro (pGFRP) submetidas a cargas… (more)

Subjects/Keywords: [pt] FLAMBAGEM LOCAL; [en] LOCAL INSTABILITY; [pt] COLUNAS; [en] COLUMNS; [pt] POLIMERO REFORCADO COM FIBRA DE VIDRO - GFRP; [en] GLASS FIBER REINFORCED POLYMER - GFRP; [pt] CONDICOES DE CONTORNO; [en] END-CONDITION

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APA (6th Edition):

CINTRA, G. G. (2019). [en] LOCAL BUCKLING BEHAVIOR OF PULTRUDED GLASS-FIBER REINFORCED POLYMER (PGFRP) I-SECTION COLUMNS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=36745

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):

CINTRA, GISELE GOES. “[en] LOCAL BUCKLING BEHAVIOR OF PULTRUDED GLASS-FIBER REINFORCED POLYMER (PGFRP) I-SECTION COLUMNS.” 2019. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed October 23, 2019. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=36745.

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

MLA Handbook (7th Edition):

CINTRA, GISELE GOES. “[en] LOCAL BUCKLING BEHAVIOR OF PULTRUDED GLASS-FIBER REINFORCED POLYMER (PGFRP) I-SECTION COLUMNS.” 2019. Web. 23 Oct 2019.

Vancouver:

CINTRA GG. [en] LOCAL BUCKLING BEHAVIOR OF PULTRUDED GLASS-FIBER REINFORCED POLYMER (PGFRP) I-SECTION COLUMNS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2019. [cited 2019 Oct 23]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=36745.

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

Council of Science Editors:

CINTRA GG. [en] LOCAL BUCKLING BEHAVIOR OF PULTRUDED GLASS-FIBER REINFORCED POLYMER (PGFRP) I-SECTION COLUMNS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2019. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=36745

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


West Virginia University

13. Moore, Shane Phillip. Retaining Wall System with Soldier Pile and Composite Resin Infused Lagging Elements.

Degree: MS, Civil and Environmental Engineering, 2019, West Virginia University

  Retaining walls are used as an alternative to installing drainage and soil reinforcement, depending on site conditions. This report discusses the design of a… (more)

Subjects/Keywords: Soldier pile/lagging; retaining wall; GFRP; resin infusion; Structural Engineering

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

APA (6th Edition):

Moore, S. P. (2019). Retaining Wall System with Soldier Pile and Composite Resin Infused Lagging Elements. (Thesis). West Virginia University. Retrieved from https://researchrepository.wvu.edu/etd/3783

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):

Moore, Shane Phillip. “Retaining Wall System with Soldier Pile and Composite Resin Infused Lagging Elements.” 2019. Thesis, West Virginia University. Accessed October 23, 2019. https://researchrepository.wvu.edu/etd/3783.

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

MLA Handbook (7th Edition):

Moore, Shane Phillip. “Retaining Wall System with Soldier Pile and Composite Resin Infused Lagging Elements.” 2019. Web. 23 Oct 2019.

Vancouver:

Moore SP. Retaining Wall System with Soldier Pile and Composite Resin Infused Lagging Elements. [Internet] [Thesis]. West Virginia University; 2019. [cited 2019 Oct 23]. Available from: https://researchrepository.wvu.edu/etd/3783.

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

Council of Science Editors:

Moore SP. Retaining Wall System with Soldier Pile and Composite Resin Infused Lagging Elements. [Thesis]. West Virginia University; 2019. Available from: https://researchrepository.wvu.edu/etd/3783

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


Brno University of Technology

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

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 October 23, 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. 23 Oct 2019.

Vancouver:

Macháček J. Využití moderních kompozitních materiálů při návrhu betonových konstrukcí . [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2019 Oct 23]. 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


Brno University of Technology

15. 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 October 23, 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. 23 Oct 2019.

Vancouver:

Badány K. Návrh betonových konstrukcí s využitím moderních kompozitních materiálů . [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2019 Oct 23]. 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


KTH

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

Degree: Building Technology and Design, 2019, KTH

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

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

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

APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

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

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

MLA Handbook (7th Edition):

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

Vancouver:

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

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

Council of Science Editors:

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

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

17. Raihan Abir, Mohammad. An Innovative Application of FRP Composites in Bridge Strengthening and Repair .

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

 Abstract With the gradual increase of vehicle loads in recent years, growing numbers of the existing bridge stock are becoming structurally obsolete. To tackle this… (more)

Subjects/Keywords: Reinforced Concrete beam; CFRP, GFRP; Delamination; Crack Width; Bond-slip; Smeared Length

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APA (6th Edition):

Raihan Abir, M. (2019). An Innovative Application of FRP Composites in Bridge Strengthening and Repair . (Thesis). Chalmers University of Technology. Retrieved from http://hdl.handle.net/20.500.12380/300468

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):

Raihan Abir, Mohammad. “An Innovative Application of FRP Composites in Bridge Strengthening and Repair .” 2019. Thesis, Chalmers University of Technology. Accessed October 23, 2019. http://hdl.handle.net/20.500.12380/300468.

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

MLA Handbook (7th Edition):

Raihan Abir, Mohammad. “An Innovative Application of FRP Composites in Bridge Strengthening and Repair .” 2019. Web. 23 Oct 2019.

Vancouver:

Raihan Abir M. An Innovative Application of FRP Composites in Bridge Strengthening and Repair . [Internet] [Thesis]. Chalmers University of Technology; 2019. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/20.500.12380/300468.

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

Council of Science Editors:

Raihan Abir M. An Innovative Application of FRP Composites in Bridge Strengthening and Repair . [Thesis]. Chalmers University of Technology; 2019. Available from: http://hdl.handle.net/20.500.12380/300468

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


Université de Sherbrooke

18. Mwiseneza, Célestin. Caractérisation du comportement de dormants ferroviaires en béton précontraint de PRFV .

Degree: 2018, Université de Sherbrooke

 Les dormants (traverses) de chemins de fer sont parmi des éléments structuraux très importants d’une voie ferroviaire. Ils jouent le rôle principal de distribution de… (more)

Subjects/Keywords: Dormants; PRFV; Fatigue; Précontrainte; AREMA; Chemin férroviaire; Sleepers; Railway; GFRP; Prestressing

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APA (6th Edition):

Mwiseneza, C. (2018). Caractérisation du comportement de dormants ferroviaires en béton précontraint de PRFV . (Masters Thesis). Université de Sherbrooke. Retrieved from http://hdl.handle.net/11143/14321

Chicago Manual of Style (16th Edition):

Mwiseneza, Célestin. “Caractérisation du comportement de dormants ferroviaires en béton précontraint de PRFV .” 2018. Masters Thesis, Université de Sherbrooke. Accessed October 23, 2019. http://hdl.handle.net/11143/14321.

MLA Handbook (7th Edition):

Mwiseneza, Célestin. “Caractérisation du comportement de dormants ferroviaires en béton précontraint de PRFV .” 2018. Web. 23 Oct 2019.

Vancouver:

Mwiseneza C. Caractérisation du comportement de dormants ferroviaires en béton précontraint de PRFV . [Internet] [Masters thesis]. Université de Sherbrooke; 2018. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/11143/14321.

Council of Science Editors:

Mwiseneza C. Caractérisation du comportement de dormants ferroviaires en béton précontraint de PRFV . [Masters Thesis]. Université de Sherbrooke; 2018. Available from: http://hdl.handle.net/11143/14321

19. Khatibmasjedi, Morteza. Sustainable Concrete Using Seawater and Glass Fiber Reinforced Polymer Bars.

Degree: PhD, Civil, Architectural and Environmental Engineering (Engineering), 2018, University of Miami

 In order to improve the sustainability of the construction industry, which is responsible for 12 % of all fresh-water consumption, seawater could be an advantageous… (more)

Subjects/Keywords: Seawater-mixed concrete; GFRP durability; compressive strength; shrinkage

…1 2 STUDY 1: DURABILITY OF GFRP REINFORCEMENT IN SEAWATER-MIXED CONCRETE UNDER… …v 75 82 LIST OF FIGURES Fig. 1 Close-up picture of the GFRP bar… …19 Fig. 7 Detail of the extracted GFRP bar after pull out test… …However, non-corrosive reinforcement such as Glass Fiber Reinforced Polymer (GFRP)… …could potentially be used 1 2 to reinforce the seawater-mixed concrete. GFRP has shown… 

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APA (6th Edition):

Khatibmasjedi, M. (2018). Sustainable Concrete Using Seawater and Glass Fiber Reinforced Polymer Bars. (Doctoral Dissertation). University of Miami. Retrieved from https://scholarlyrepository.miami.edu/oa_dissertations/2193

Chicago Manual of Style (16th Edition):

Khatibmasjedi, Morteza. “Sustainable Concrete Using Seawater and Glass Fiber Reinforced Polymer Bars.” 2018. Doctoral Dissertation, University of Miami. Accessed October 23, 2019. https://scholarlyrepository.miami.edu/oa_dissertations/2193.

MLA Handbook (7th Edition):

Khatibmasjedi, Morteza. “Sustainable Concrete Using Seawater and Glass Fiber Reinforced Polymer Bars.” 2018. Web. 23 Oct 2019.

Vancouver:

Khatibmasjedi M. Sustainable Concrete Using Seawater and Glass Fiber Reinforced Polymer Bars. [Internet] [Doctoral dissertation]. University of Miami; 2018. [cited 2019 Oct 23]. Available from: https://scholarlyrepository.miami.edu/oa_dissertations/2193.

Council of Science Editors:

Khatibmasjedi M. Sustainable Concrete Using Seawater and Glass Fiber Reinforced Polymer Bars. [Doctoral Dissertation]. University of Miami; 2018. Available from: https://scholarlyrepository.miami.edu/oa_dissertations/2193


University of Ottawa

20. Lopez-Molina, America Maria. The Effect of Steel Strapping Tensioning Technique and Fibre-Reinforced Polymer on the Performance of Cross-Laminated Timber Slabs Subjected to Blast Loads .

Degree: 2018, University of Ottawa

 Engineered wood products (EWP) are becoming extremely popular and a viable material option for the construction of residential, commercial, and hybrid buildings. Cross-laminated timber (CLT)… (more)

Subjects/Keywords: Blast Loads; Hight Strain Rates; Steel Strapping Tensioning Technique; Fibre-Reinforced Polymer; Steel Straps; GFRP; Retrofit; Cross-Laminated Timber; Slabs; Engineered Wood Products

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APA (6th Edition):

Lopez-Molina, A. M. (2018). The Effect of Steel Strapping Tensioning Technique and Fibre-Reinforced Polymer on the Performance of Cross-Laminated Timber Slabs Subjected to Blast Loads . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/38247

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):

Lopez-Molina, America Maria. “The Effect of Steel Strapping Tensioning Technique and Fibre-Reinforced Polymer on the Performance of Cross-Laminated Timber Slabs Subjected to Blast Loads .” 2018. Thesis, University of Ottawa. Accessed October 23, 2019. http://hdl.handle.net/10393/38247.

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

MLA Handbook (7th Edition):

Lopez-Molina, America Maria. “The Effect of Steel Strapping Tensioning Technique and Fibre-Reinforced Polymer on the Performance of Cross-Laminated Timber Slabs Subjected to Blast Loads .” 2018. Web. 23 Oct 2019.

Vancouver:

Lopez-Molina AM. The Effect of Steel Strapping Tensioning Technique and Fibre-Reinforced Polymer on the Performance of Cross-Laminated Timber Slabs Subjected to Blast Loads . [Internet] [Thesis]. University of Ottawa; 2018. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10393/38247.

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

Council of Science Editors:

Lopez-Molina AM. The Effect of Steel Strapping Tensioning Technique and Fibre-Reinforced Polymer on the Performance of Cross-Laminated Timber Slabs Subjected to Blast Loads . [Thesis]. University of Ottawa; 2018. Available from: http://hdl.handle.net/10393/38247

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


University of Toronto

21. 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 (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 October 23, 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. 23 Oct 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 Oct 23]. 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

22. Alachek, Ibrahim. Comportement au cours du temps des éléments de structure multi-matériaux collés : application aux structures hybrides béton – GFRP : Time-dependent behaviour of multi-material bonded structural members : application to hybrid structures concrete-GFRP.

Degree: Docteur es, Génie civil, 2018, Lyon

Ce travail porte sur l'étude des comportements en flexion à court et long termes des poutres hybrides collées constituées d'un profilé pultrudé GFRP et d'une… (more)

Subjects/Keywords: Structures Hybrides Collées GFRP-Béton; Collage Structural; Essai Push-out; Vieillissement Accéléré; Eléments Finis; Viscoélasticité Linéaire; GFRP-Concrete Hybrid-Bonded Structures; Structural Bonding; Push-out Test; Accelerated Ageing; Finite Elements; Linear Viscoelasticity; 620.1

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

APA (6th Edition):

Alachek, I. (2018). Comportement au cours du temps des éléments de structure multi-matériaux collés : application aux structures hybrides béton – GFRP : Time-dependent behaviour of multi-material bonded structural members : application to hybrid structures concrete-GFRP. (Doctoral Dissertation). Lyon. Retrieved from http://www.theses.fr/2018LYSE1111

Chicago Manual of Style (16th Edition):

Alachek, Ibrahim. “Comportement au cours du temps des éléments de structure multi-matériaux collés : application aux structures hybrides béton – GFRP : Time-dependent behaviour of multi-material bonded structural members : application to hybrid structures concrete-GFRP.” 2018. Doctoral Dissertation, Lyon. Accessed October 23, 2019. http://www.theses.fr/2018LYSE1111.

MLA Handbook (7th Edition):

Alachek, Ibrahim. “Comportement au cours du temps des éléments de structure multi-matériaux collés : application aux structures hybrides béton – GFRP : Time-dependent behaviour of multi-material bonded structural members : application to hybrid structures concrete-GFRP.” 2018. Web. 23 Oct 2019.

Vancouver:

Alachek I. Comportement au cours du temps des éléments de structure multi-matériaux collés : application aux structures hybrides béton – GFRP : Time-dependent behaviour of multi-material bonded structural members : application to hybrid structures concrete-GFRP. [Internet] [Doctoral dissertation]. Lyon; 2018. [cited 2019 Oct 23]. Available from: http://www.theses.fr/2018LYSE1111.

Council of Science Editors:

Alachek I. Comportement au cours du temps des éléments de structure multi-matériaux collés : application aux structures hybrides béton – GFRP : Time-dependent behaviour of multi-material bonded structural members : application to hybrid structures concrete-GFRP. [Doctoral Dissertation]. Lyon; 2018. Available from: http://www.theses.fr/2018LYSE1111


Université de Sherbrooke

23. Hassanein, Ahmed. Enhancing the deformation capacity of GFRP-reinforced shear walls .

Degree: 2018, Université de Sherbrooke

 Les murs en béton armé constituent le système de résistance aux forces latérales le plus courant dans les structures en béton armé. Des progrès considérables… (more)

Subjects/Keywords: GFRP bars; Lateral resisting concrete walls; Hysteretic model; Confinement configuration; Force modification factor; GFRP reinforced shear walls; Boundary elements; Stiffness deterioration; Reinforced concrete; Système de résistance latéral; Béton armé; Murs; Armatures de PRFV; Coefficient de modification de force; Modélisation analytique; Réponse hystérétique; Dissipations d'énergie; Rigidité; Déformation en flexion; Déformation en cisaillement; Éléments périphériques; Configuration de confinement

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APA (6th Edition):

Hassanein, A. (2018). Enhancing the deformation capacity of GFRP-reinforced shear walls . (Doctoral Dissertation). Université de Sherbrooke. Retrieved from http://hdl.handle.net/11143/12623

Chicago Manual of Style (16th Edition):

Hassanein, Ahmed. “Enhancing the deformation capacity of GFRP-reinforced shear walls .” 2018. Doctoral Dissertation, Université de Sherbrooke. Accessed October 23, 2019. http://hdl.handle.net/11143/12623.

MLA Handbook (7th Edition):

Hassanein, Ahmed. “Enhancing the deformation capacity of GFRP-reinforced shear walls .” 2018. Web. 23 Oct 2019.

Vancouver:

Hassanein A. Enhancing the deformation capacity of GFRP-reinforced shear walls . [Internet] [Doctoral dissertation]. Université de Sherbrooke; 2018. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/11143/12623.

Council of Science Editors:

Hassanein A. Enhancing the deformation capacity of GFRP-reinforced shear walls . [Doctoral Dissertation]. Université de Sherbrooke; 2018. Available from: http://hdl.handle.net/11143/12623


University of Minnesota

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

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 October 23, 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. 23 Oct 2019.

Vancouver:

Bajwa MS. Bond Behavior of Post-Installed GFRP Bars in Structural Connections. [Internet] [Masters thesis]. University of Minnesota; 2018. [cited 2019 Oct 23]. 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 Ottawa

25. Phe, Pham Van. Analysis of Steel Beams Strengthened with Adhesively - Bonded GFRP Plates .

Degree: 2018, University of Ottawa

 Glass Fiber-Reinforced Polymer (GFRP) plates offer a light-weight, corrosion-resistant and cost-effective alternative to steel plates for strengthening steel members. Typically, GFRP plates are bonded to… (more)

Subjects/Keywords: GFRP strengthening; steel beams; Lateral Torsional Buckling; Ultimate Moment Capacity; Preloaded beams; Failure modes

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APA (6th Edition):

Phe, P. V. (2018). Analysis of Steel Beams Strengthened with Adhesively - Bonded GFRP Plates . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/37749

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):

Phe, Pham Van. “Analysis of Steel Beams Strengthened with Adhesively - Bonded GFRP Plates .” 2018. Thesis, University of Ottawa. Accessed October 23, 2019. http://hdl.handle.net/10393/37749.

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

MLA Handbook (7th Edition):

Phe, Pham Van. “Analysis of Steel Beams Strengthened with Adhesively - Bonded GFRP Plates .” 2018. Web. 23 Oct 2019.

Vancouver:

Phe PV. Analysis of Steel Beams Strengthened with Adhesively - Bonded GFRP Plates . [Internet] [Thesis]. University of Ottawa; 2018. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10393/37749.

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

Council of Science Editors:

Phe PV. Analysis of Steel Beams Strengthened with Adhesively - Bonded GFRP Plates . [Thesis]. University of Ottawa; 2018. Available from: http://hdl.handle.net/10393/37749

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


Utah State University

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

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 October 23, 2019. https://digitalcommons.usu.edu/etd/7002.

MLA Handbook (7th Edition):

Syndergaard, Parker. “Comparing Sandwich Wall Panel Shear Connector Testing Methodologies.” 2018. Web. 23 Oct 2019.

Vancouver:

Syndergaard P. Comparing Sandwich Wall Panel Shear Connector Testing Methodologies. [Internet] [Masters thesis]. Utah State University; 2018. [cited 2019 Oct 23]. 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


Universitat Politècnica de Catalunya

27. Paipuri, Mahendra. Comparison and coupling of continuous and hybridizable discontinuous Galerkin methods : application to multi-physics problems.

Degree: Departament d'Enginyeria Civil i Ambiental, 2018, Universitat Politècnica de Catalunya

 En esta tesis se propone una formulación acoplada del método de los elementos finitos clásico (CG) y el método Hybridizable Discontinuous Galerkin (HDG) para la… (more)

Subjects/Keywords: Hybridizable discontinuous Galerkin; Coupling; Conjugate heat transfer; GFRP; Computational efficiency; Acoplamiento; Trasmisión del calor conjugada; Eficiencia computacional; Àrees temàtiques de la UPC::Matemàtiques i estadística; 004; 512

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APA (6th Edition):

Paipuri, M. (2018). Comparison and coupling of continuous and hybridizable discontinuous Galerkin methods : application to multi-physics problems. (Thesis). Universitat Politècnica de Catalunya. Retrieved from http://hdl.handle.net/10803/471530

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):

Paipuri, Mahendra. “Comparison and coupling of continuous and hybridizable discontinuous Galerkin methods : application to multi-physics problems.” 2018. Thesis, Universitat Politècnica de Catalunya. Accessed October 23, 2019. http://hdl.handle.net/10803/471530.

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

MLA Handbook (7th Edition):

Paipuri, Mahendra. “Comparison and coupling of continuous and hybridizable discontinuous Galerkin methods : application to multi-physics problems.” 2018. Web. 23 Oct 2019.

Vancouver:

Paipuri M. Comparison and coupling of continuous and hybridizable discontinuous Galerkin methods : application to multi-physics problems. [Internet] [Thesis]. Universitat Politècnica de Catalunya; 2018. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10803/471530.

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

Council of Science Editors:

Paipuri M. Comparison and coupling of continuous and hybridizable discontinuous Galerkin methods : application to multi-physics problems. [Thesis]. Universitat Politècnica de Catalunya; 2018. Available from: http://hdl.handle.net/10803/471530

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

28. Kavi, Jonas. Detection of Buried Non-Metallic (Plastic and FRP Composite) Pipes Using GPR and IRT.

Degree: PhD, Civil and Environmental Engineering, 2018, West Virginia University

  This research investigated alternative strategies for making buried non-metallic pipes (CFRP, GFRP, and PVC) easily locatable using Ground Penetrating Radar (GPR). Pipe diameters up… (more)

Subjects/Keywords: Corrosion; Excavation Damage; Ground Penetrating Radar; GPR; Infrared Thermography; IRT; Pipelines; Oil and Gas; Fiber Reinforced Polymer; FRP; CFRP; GFRP; Composites; Civil Engineering; Engineering; Other Engineering; Structural Materials

…60 6.3.2 GFRP Pipes… …62 Figure 6-4: The 12" diameter GFRP pipes… …63 xi Figure 6-5: Manufacturing a 3" diameter GFRP pipe… …diameter GFRP with aluminum rings, and (d) 12" diameter GFRP with aluminum strip… …67 Figure 6-9: 12" diameter GFRP pipe with carbon nanoparticle overlay… 

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

APA (6th Edition):

Kavi, J. (2018). Detection of Buried Non-Metallic (Plastic and FRP Composite) Pipes Using GPR and IRT. (Doctoral Dissertation). West Virginia University. Retrieved from https://researchrepository.wvu.edu/etd/3724

Chicago Manual of Style (16th Edition):

Kavi, Jonas. “Detection of Buried Non-Metallic (Plastic and FRP Composite) Pipes Using GPR and IRT.” 2018. Doctoral Dissertation, West Virginia University. Accessed October 23, 2019. https://researchrepository.wvu.edu/etd/3724.

MLA Handbook (7th Edition):

Kavi, Jonas. “Detection of Buried Non-Metallic (Plastic and FRP Composite) Pipes Using GPR and IRT.” 2018. Web. 23 Oct 2019.

Vancouver:

Kavi J. Detection of Buried Non-Metallic (Plastic and FRP Composite) Pipes Using GPR and IRT. [Internet] [Doctoral dissertation]. West Virginia University; 2018. [cited 2019 Oct 23]. Available from: https://researchrepository.wvu.edu/etd/3724.

Council of Science Editors:

Kavi J. Detection of Buried Non-Metallic (Plastic and FRP Composite) Pipes Using GPR and IRT. [Doctoral Dissertation]. West Virginia University; 2018. Available from: https://researchrepository.wvu.edu/etd/3724


University of Windsor

29. ALRUWAILI, MOFRHE S. Shear Transfer Mechanism in FRP Reinforced Composite Concrete Structures.

Degree: MA, Civil and Environmental Engineering, 2018, University of Windsor

 Composite construction in which precast girders and cast-in-place slabs are combined together is a widely used methodology especially in bridge construction. To maintain continuity at… (more)

Subjects/Keywords: Composite construction; Connections; GFRP; Push-off specimens; Shear friction; Shear transfer

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

APA (6th Edition):

ALRUWAILI, M. S. (2018). Shear Transfer Mechanism in FRP Reinforced Composite Concrete Structures. (Masters Thesis). University of Windsor. Retrieved from https://scholar.uwindsor.ca/etd/7345

Chicago Manual of Style (16th Edition):

ALRUWAILI, MOFRHE S. “Shear Transfer Mechanism in FRP Reinforced Composite Concrete Structures.” 2018. Masters Thesis, University of Windsor. Accessed October 23, 2019. https://scholar.uwindsor.ca/etd/7345.

MLA Handbook (7th Edition):

ALRUWAILI, MOFRHE S. “Shear Transfer Mechanism in FRP Reinforced Composite Concrete Structures.” 2018. Web. 23 Oct 2019.

Vancouver:

ALRUWAILI MS. Shear Transfer Mechanism in FRP Reinforced Composite Concrete Structures. [Internet] [Masters thesis]. University of Windsor; 2018. [cited 2019 Oct 23]. Available from: https://scholar.uwindsor.ca/etd/7345.

Council of Science Editors:

ALRUWAILI MS. Shear Transfer Mechanism in FRP Reinforced Composite Concrete Structures. [Masters Thesis]. University of Windsor; 2018. Available from: https://scholar.uwindsor.ca/etd/7345


Brno University of Technology

30. 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 (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 October 23, 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. 23 Oct 2019.

Vancouver:

Simon P. Progresivní styčníky FRP kompozitů konstrukcí dopravní infrastruktury . [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2019 Oct 23]. 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

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