Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for subject:(GFRP). Showing records 91 – 120 of 160 total matches.

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

Search Limiters

Last 2 Years | English Only

Degrees

Levels

Languages

Country

▼ Search Limiters


North Carolina State University

91. Johnson, Charles Miller. Fabrication and Behavior of 3D Orthogonal Woven FRP/Concrete Bridge Deck.

Degree: MS, Civil Engineering, 2007, North Carolina State University

 In recent years, glass fiber reinforced polymer bridge decks have been considered as an alternative to conventional steel and concrete bridge decking. The research presented… (more)

Subjects/Keywords: FRP; fiber composite; bridge deck; GFRP; hybrid; woven

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Johnson, C. M. (2007). Fabrication and Behavior of 3D Orthogonal Woven FRP/Concrete Bridge Deck. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/1183

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):

Johnson, Charles Miller. “Fabrication and Behavior of 3D Orthogonal Woven FRP/Concrete Bridge Deck.” 2007. Thesis, North Carolina State University. Accessed October 14, 2019. http://www.lib.ncsu.edu/resolver/1840.16/1183.

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

MLA Handbook (7th Edition):

Johnson, Charles Miller. “Fabrication and Behavior of 3D Orthogonal Woven FRP/Concrete Bridge Deck.” 2007. Web. 14 Oct 2019.

Vancouver:

Johnson CM. Fabrication and Behavior of 3D Orthogonal Woven FRP/Concrete Bridge Deck. [Internet] [Thesis]. North Carolina State University; 2007. [cited 2019 Oct 14]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/1183.

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

Council of Science Editors:

Johnson CM. Fabrication and Behavior of 3D Orthogonal Woven FRP/Concrete Bridge Deck. [Thesis]. North Carolina State University; 2007. Available from: http://www.lib.ncsu.edu/resolver/1840.16/1183

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

92. Ghatefar, Amir. Early-age cracking of concrete bridge deck slabs reinforced with GFRP bars.

Degree: Civil Engineering, 2015, University of Manitoba

 Since concrete bridge deck slabs are much longer in the traffic direction, they experience transverse early-age cracks due to volumetric instability and restraint. In the… (more)

Subjects/Keywords: Early-Age Cracking; GFRP; Deck Slab; Bridge

…x29; v: volume of the submerged GFRP bars (ml.) v/s: member’s volume-to-surface… …47 6 Table 3.2: Mechanical properties of sand-coated GFRP and steel bars… …107 11 Table 6.1: Mechanical properties of GFRP, CFRP and steel bars… …predictions of crack width and the 23 24 stress on the GFRP bars… …theoretical results for the final stresses in GFRP bars at 56 cracking… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ghatefar, A. (2015). Early-age cracking of concrete bridge deck slabs reinforced with GFRP bars. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/30602

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):

Ghatefar, Amir. “Early-age cracking of concrete bridge deck slabs reinforced with GFRP bars.” 2015. Thesis, University of Manitoba. Accessed October 14, 2019. http://hdl.handle.net/1993/30602.

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

MLA Handbook (7th Edition):

Ghatefar, Amir. “Early-age cracking of concrete bridge deck slabs reinforced with GFRP bars.” 2015. Web. 14 Oct 2019.

Vancouver:

Ghatefar A. Early-age cracking of concrete bridge deck slabs reinforced with GFRP bars. [Internet] [Thesis]. University of Manitoba; 2015. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1993/30602.

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

Council of Science Editors:

Ghatefar A. Early-age cracking of concrete bridge deck slabs reinforced with GFRP bars. [Thesis]. University of Manitoba; 2015. Available from: http://hdl.handle.net/1993/30602

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


University of Manitoba

93. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 October 14, 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. 14 Oct 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 Oct 14]. 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


University of Manitoba

94. El-Mogy, Mostafa. Behaviour of continuous concrete beams reinforced with FRP bars.

Degree: Civil Engineering, 2011, University of Manitoba

 The non-corrodible nature of FRP bars along with their high strength, light weight and ease of installation made it attractive as reinforcement especially for structures… (more)

Subjects/Keywords: Continuous beams; Moment redistribution; Concrete beams; Fiber reinforced polymers; Finite element analysis; FRP bars; GFRP stirrups

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

El-Mogy, M. (2011). Behaviour of continuous concrete beams reinforced with FRP bars. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/4993

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):

El-Mogy, Mostafa. “Behaviour of continuous concrete beams reinforced with FRP bars.” 2011. Thesis, University of Manitoba. Accessed October 14, 2019. http://hdl.handle.net/1993/4993.

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

MLA Handbook (7th Edition):

El-Mogy, Mostafa. “Behaviour of continuous concrete beams reinforced with FRP bars.” 2011. Web. 14 Oct 2019.

Vancouver:

El-Mogy M. Behaviour of continuous concrete beams reinforced with FRP bars. [Internet] [Thesis]. University of Manitoba; 2011. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1993/4993.

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

Council of Science Editors:

El-Mogy M. Behaviour of continuous concrete beams reinforced with FRP bars. [Thesis]. University of Manitoba; 2011. Available from: http://hdl.handle.net/1993/4993

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

95. Ali, Mahmoud. Seismic performance of rectangular GFRP-reinforced concrete columns.

Degree: Civil Engineering, 2015, University of Manitoba

 This study presents an assessment of the seismic performance of rectangular concrete columns internally reinforced with G (Glass) FRP. Eight full-scale columns prototypes, with a… (more)

Subjects/Keywords: GFRP; Columns; Confinement; Reinforced concrete; Seismic

…2 Figure 1.3: Stress-strain relationship for GFRP and steel reinforcement… …30 Figure 2.3: Normalized axial load-moment interaction for GFRP-RC column-brittle tension… …sections ................. 48 Figure 3.2: Typical strength (Pu-Mu) interaction of GFRP… …reinforced polymers (GFRP) in columns subjected to seismic loading. 1.2 PROBLEM… …replacement of steel with GFRP reinforcement may be considered due to the following characteristics… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ali, M. (2015). Seismic performance of rectangular GFRP-reinforced concrete columns. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/30627

Chicago Manual of Style (16th Edition):

Ali, Mahmoud. “Seismic performance of rectangular GFRP-reinforced concrete columns.” 2015. Masters Thesis, University of Manitoba. Accessed October 14, 2019. http://hdl.handle.net/1993/30627.

MLA Handbook (7th Edition):

Ali, Mahmoud. “Seismic performance of rectangular GFRP-reinforced concrete columns.” 2015. Web. 14 Oct 2019.

Vancouver:

Ali M. Seismic performance of rectangular GFRP-reinforced concrete columns. [Internet] [Masters thesis]. University of Manitoba; 2015. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1993/30627.

Council of Science Editors:

Ali M. Seismic performance of rectangular GFRP-reinforced concrete columns. [Masters Thesis]. University of Manitoba; 2015. Available from: http://hdl.handle.net/1993/30627


University of Bath

96. Brandon, Daniel. Fire and structural performance of non-metallic timber connections.

Degree: PhD, 2015, University of Bath

 Recent studies showed the need for timber connections with high fire performance. Connections of members in timber structures commonly comprise steel connectors, such as dowels,… (more)

Subjects/Keywords: 624.1; timber; timber connection; non-metallic; GFRP dowels; lignostone; fire performance; interlaminar shear failure; creep testing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Brandon, D. (2015). Fire and structural performance of non-metallic timber connections. (Doctoral Dissertation). University of Bath. Retrieved from https://researchportal.bath.ac.uk/en/studentthesis/fire-and-structural-performance-of-nonmetallic-timber-connections(aadf8654-d822-499f-bf62-0c7fe2fc5c59).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.665417

Chicago Manual of Style (16th Edition):

Brandon, Daniel. “Fire and structural performance of non-metallic timber connections.” 2015. Doctoral Dissertation, University of Bath. Accessed October 14, 2019. https://researchportal.bath.ac.uk/en/studentthesis/fire-and-structural-performance-of-nonmetallic-timber-connections(aadf8654-d822-499f-bf62-0c7fe2fc5c59).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.665417.

MLA Handbook (7th Edition):

Brandon, Daniel. “Fire and structural performance of non-metallic timber connections.” 2015. Web. 14 Oct 2019.

Vancouver:

Brandon D. Fire and structural performance of non-metallic timber connections. [Internet] [Doctoral dissertation]. University of Bath; 2015. [cited 2019 Oct 14]. Available from: https://researchportal.bath.ac.uk/en/studentthesis/fire-and-structural-performance-of-nonmetallic-timber-connections(aadf8654-d822-499f-bf62-0c7fe2fc5c59).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.665417.

Council of Science Editors:

Brandon D. Fire and structural performance of non-metallic timber connections. [Doctoral Dissertation]. University of Bath; 2015. Available from: https://researchportal.bath.ac.uk/en/studentthesis/fire-and-structural-performance-of-nonmetallic-timber-connections(aadf8654-d822-499f-bf62-0c7fe2fc5c59).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.665417


University of Toledo

97. Raad, Janet. Prestressing RC Beams with Near Surface Mounting (NSM) Fiber Reinforced Polymers (FRP) and/or Iron-Based Shape Memory Alloy (Fe-SMA) Rods.

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

 The present study involves flexural strengthening of reinforced concrete (RC) beams by prestressed fiber reinforced polymers (FRP) and iron-based shape memory alloys (Fe-SMAs) using near… (more)

Subjects/Keywords: Civil Engineering; Engineering; Iron-Based Shape Memory Alloy, Shape Memory Alloy, Prestressing, CFRP, Hybrid, GFRP, Coupled CFRP-Fe-SMA

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Raad, J. (2018). Prestressing RC Beams with Near Surface Mounting (NSM) Fiber Reinforced Polymers (FRP) and/or Iron-Based Shape Memory Alloy (Fe-SMA) Rods. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544176799414432

Chicago Manual of Style (16th Edition):

Raad, Janet. “Prestressing RC Beams with Near Surface Mounting (NSM) Fiber Reinforced Polymers (FRP) and/or Iron-Based Shape Memory Alloy (Fe-SMA) Rods.” 2018. Masters Thesis, University of Toledo. Accessed October 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544176799414432.

MLA Handbook (7th Edition):

Raad, Janet. “Prestressing RC Beams with Near Surface Mounting (NSM) Fiber Reinforced Polymers (FRP) and/or Iron-Based Shape Memory Alloy (Fe-SMA) Rods.” 2018. Web. 14 Oct 2019.

Vancouver:

Raad J. Prestressing RC Beams with Near Surface Mounting (NSM) Fiber Reinforced Polymers (FRP) and/or Iron-Based Shape Memory Alloy (Fe-SMA) Rods. [Internet] [Masters thesis]. University of Toledo; 2018. [cited 2019 Oct 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544176799414432.

Council of Science Editors:

Raad J. Prestressing RC Beams with Near Surface Mounting (NSM) Fiber Reinforced Polymers (FRP) and/or Iron-Based Shape Memory Alloy (Fe-SMA) Rods. [Masters Thesis]. University of Toledo; 2018. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544176799414432

98. Santos, Pedro Miguel Franco Castro dos. Avaliação experimental do comportamento de vigas contínuas com secção em T de betão armado com varões de GFRP.

Degree: 2010, Universidade da Madeira

O crescente interesse por parte da engenharia civil, nos aspectos de durabilidade das estruturas de betão, sobretudo no fenómeno de corrosão nos varões de aço,… (more)

Subjects/Keywords: Varões de fibra de vidro (GFRP); Vigas; Flexão; Ductilidade; Confinamento; Redistribuição de esforços; Deformação; Abertura de fendas; Fiber Glass (GFRP) roads; Beams; Flexural; Ductility; Confinement; Stress distribution; Deformation; Crack with; Engenharia Civil; .; Faculdade de Ciências Exatas e de Engenharia; Domínio/Área Científica::Engenharia e Tecnologia::Engenharia Civil

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Santos, P. M. F. C. d. (2010). Avaliação experimental do comportamento de vigas contínuas com secção em T de betão armado com varões de GFRP. (Thesis). Universidade da Madeira. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:digituma.uma.pt:10400.13/1668

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):

Santos, Pedro Miguel Franco Castro dos. “Avaliação experimental do comportamento de vigas contínuas com secção em T de betão armado com varões de GFRP.” 2010. Thesis, Universidade da Madeira. Accessed October 14, 2019. http://www.rcaap.pt/detail.jsp?id=oai:digituma.uma.pt:10400.13/1668.

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

MLA Handbook (7th Edition):

Santos, Pedro Miguel Franco Castro dos. “Avaliação experimental do comportamento de vigas contínuas com secção em T de betão armado com varões de GFRP.” 2010. Web. 14 Oct 2019.

Vancouver:

Santos PMFCd. Avaliação experimental do comportamento de vigas contínuas com secção em T de betão armado com varões de GFRP. [Internet] [Thesis]. Universidade da Madeira; 2010. [cited 2019 Oct 14]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:digituma.uma.pt:10400.13/1668.

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

Council of Science Editors:

Santos PMFCd. Avaliação experimental do comportamento de vigas contínuas com secção em T de betão armado com varões de GFRP. [Thesis]. Universidade da Madeira; 2010. Available from: http://www.rcaap.pt/detail.jsp?id=oai:digituma.uma.pt:10400.13/1668

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

99. Jesus, Mariana Cirila Sousa. Modelação do comportamento de colunas de betão armado confinadas com mantas de GFRP: proposta de modelo de dimensionamento.

Degree: 2017, Universidade da Madeira

O confinamento de elementos estruturais de betão armado permite um aumento signi ficativo da sua resistência e ductilidade, nomeadamente em colunas. Por conseguinte, o nu´mero… (more)

Subjects/Keywords: GFRP; Confinamento de betão; Colunas com secção circular; Colunas com secção quadrada; Modelos de dimensionamento; GFRP sheets; Confined concrete columns; Circular and square cross-section; Design-oriented model; Engenharia Civil; .; Faculdade de Ciências Exatas e da Engenharia; Domínio/Área Científica::Engenharia e Tecnologia::Engenharia Civil

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Jesus, M. C. S. (2017). Modelação do comportamento de colunas de betão armado confinadas com mantas de GFRP: proposta de modelo de dimensionamento. (Thesis). Universidade da Madeira. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:digituma.uma.pt:10400.13/1773

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):

Jesus, Mariana Cirila Sousa. “Modelação do comportamento de colunas de betão armado confinadas com mantas de GFRP: proposta de modelo de dimensionamento.” 2017. Thesis, Universidade da Madeira. Accessed October 14, 2019. https://www.rcaap.pt/detail.jsp?id=oai:digituma.uma.pt:10400.13/1773.

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

MLA Handbook (7th Edition):

Jesus, Mariana Cirila Sousa. “Modelação do comportamento de colunas de betão armado confinadas com mantas de GFRP: proposta de modelo de dimensionamento.” 2017. Web. 14 Oct 2019.

Vancouver:

Jesus MCS. Modelação do comportamento de colunas de betão armado confinadas com mantas de GFRP: proposta de modelo de dimensionamento. [Internet] [Thesis]. Universidade da Madeira; 2017. [cited 2019 Oct 14]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:digituma.uma.pt:10400.13/1773.

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

Council of Science Editors:

Jesus MCS. Modelação do comportamento de colunas de betão armado confinadas com mantas de GFRP: proposta de modelo de dimensionamento. [Thesis]. Universidade da Madeira; 2017. Available from: https://www.rcaap.pt/detail.jsp?id=oai:digituma.uma.pt:10400.13/1773

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


EPFL

100. Zhang, Ye. Fracture and Fatigue of Adhesively-Bonded Fiber-Reinforced Polymer Structural Joints.

Degree: 2010, EPFL

 Being good structural replacement for other conventional material, the pultruded glass fiber reinforced polymer (GFRP) profiles are being increasingly used in civil engineering structures. The… (more)

Subjects/Keywords: adhesively-bonded joints; pultruded GFRP; fracture; fatigue; crack initiation; crack propagation; stiffness degradation; environmental effects; joints collés, GFRP pultrudés; rupture; fatigue; amorçage de la fissure; propagation de la fissure; dégradation de la rigidité; effets environnementaux

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zhang, Y. (2010). Fracture and Fatigue of Adhesively-Bonded Fiber-Reinforced Polymer Structural Joints. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/145901

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):

Zhang, Ye. “Fracture and Fatigue of Adhesively-Bonded Fiber-Reinforced Polymer Structural Joints.” 2010. Thesis, EPFL. Accessed October 14, 2019. http://infoscience.epfl.ch/record/145901.

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

MLA Handbook (7th Edition):

Zhang, Ye. “Fracture and Fatigue of Adhesively-Bonded Fiber-Reinforced Polymer Structural Joints.” 2010. Web. 14 Oct 2019.

Vancouver:

Zhang Y. Fracture and Fatigue of Adhesively-Bonded Fiber-Reinforced Polymer Structural Joints. [Internet] [Thesis]. EPFL; 2010. [cited 2019 Oct 14]. Available from: http://infoscience.epfl.ch/record/145901.

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

Council of Science Editors:

Zhang Y. Fracture and Fatigue of Adhesively-Bonded Fiber-Reinforced Polymer Structural Joints. [Thesis]. EPFL; 2010. Available from: http://infoscience.epfl.ch/record/145901

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


Universidade do Minho

101. Abdolpour, Hassan. Development of prefabricated modular houses in pure composite sandwich panels .

Degree: 2017, Universidade do Minho

 In the scope of the ClickHouse R&D Project, a residential modular temporary building was proposed and developed to accommodate, in urgent situations, dislocated families due… (more)

Subjects/Keywords: Floor and wall sandwich panel; Connection system; GFRP profiles; modular prototype; prefabricated emergency house; experimental research; FEM-modelling; painel de sanduíche de piso e parede; sistema de conexão; perfis GFRP; protótipo modular; habitação de emergência pré-fabricada;

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Abdolpour, H. (2017). Development of prefabricated modular houses in pure composite sandwich panels . (Doctoral Dissertation). Universidade do Minho. Retrieved from http://hdl.handle.net/1822/48692

Chicago Manual of Style (16th Edition):

Abdolpour, Hassan. “Development of prefabricated modular houses in pure composite sandwich panels .” 2017. Doctoral Dissertation, Universidade do Minho. Accessed October 14, 2019. http://hdl.handle.net/1822/48692.

MLA Handbook (7th Edition):

Abdolpour, Hassan. “Development of prefabricated modular houses in pure composite sandwich panels .” 2017. Web. 14 Oct 2019.

Vancouver:

Abdolpour H. Development of prefabricated modular houses in pure composite sandwich panels . [Internet] [Doctoral dissertation]. Universidade do Minho; 2017. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1822/48692.

Council of Science Editors:

Abdolpour H. Development of prefabricated modular houses in pure composite sandwich panels . [Doctoral Dissertation]. Universidade do Minho; 2017. Available from: http://hdl.handle.net/1822/48692


Pontifical Catholic University of Rio de Janeiro

102. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 14, 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. 14 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 14]. 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


University of Waterloo

103. Mann, James Clifford. Investigation in Alternative Devices for Joint Load Transfer in Jointed Concrete Pavement.

Degree: 2013, University of Waterloo

 Conventional construction of Jointed Plain Concrete Pavements (JPCP) in Canada consists of placing a round steel epoxy-coated dowel at the mid height of the pavement.… (more)

Subjects/Keywords: JPCP; Concrete Pavement; Joint Load Transfer; Transverse Dowels; Alternative Joint Load Transfer Devices; Horizontal V Device; GFRP I-beam; GFRP Tapered Plate; Plate Dowel; Horizontal Pipe Device; Finite Element Analysis; FEA

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mann, J. C. (2013). Investigation in Alternative Devices for Joint Load Transfer in Jointed Concrete Pavement. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/7300

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):

Mann, James Clifford. “Investigation in Alternative Devices for Joint Load Transfer in Jointed Concrete Pavement.” 2013. Thesis, University of Waterloo. Accessed October 14, 2019. http://hdl.handle.net/10012/7300.

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

MLA Handbook (7th Edition):

Mann, James Clifford. “Investigation in Alternative Devices for Joint Load Transfer in Jointed Concrete Pavement.” 2013. Web. 14 Oct 2019.

Vancouver:

Mann JC. Investigation in Alternative Devices for Joint Load Transfer in Jointed Concrete Pavement. [Internet] [Thesis]. University of Waterloo; 2013. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/10012/7300.

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

Council of Science Editors:

Mann JC. Investigation in Alternative Devices for Joint Load Transfer in Jointed Concrete Pavement. [Thesis]. University of Waterloo; 2013. Available from: http://hdl.handle.net/10012/7300

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

104. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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 14, 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. 14 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 14]. 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

105. Albiol Ibáñez, José Ramón. Estudio experimental de la adherencia entre laminados de GFRP y el hormigón .

Degree: 2015, Universitat Politècnica de València

 [EN] At present, hybrid structures in flexural elements are being gradually incorporated in the field of civil and building structures. The low weight and high… (more)

Subjects/Keywords: Estructuras híbridas; GFRP-hormigón; Pull-out; Tensión de adherencia; Curvas adherencia-deslizamiento GFRP-hormigón.

…carbono (GFRP o CFRP) en forma de perfiles estructurales de cualquier tipo de sección… …el perfil de GFRP y el hormigón, sin llegar a comprobar la influencia del hormigón… …GFRP y el hormigón, analizando la influencia de una serie de tratamientos superficiales… …aplicados al perfil de GFRP, así como el uso de elementos de fijación mecánica. Para ello, y sin… …siendo el grado de confinamiento del hormigón sobre el perfil de GFRP y la posibilidad de… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Albiol Ibáñez, J. R. (2015). Estudio experimental de la adherencia entre laminados de GFRP y el hormigón . (Doctoral Dissertation). Universitat Politècnica de València. Retrieved from http://hdl.handle.net/10251/58866

Chicago Manual of Style (16th Edition):

Albiol Ibáñez, José Ramón. “Estudio experimental de la adherencia entre laminados de GFRP y el hormigón .” 2015. Doctoral Dissertation, Universitat Politècnica de València. Accessed October 14, 2019. http://hdl.handle.net/10251/58866.

MLA Handbook (7th Edition):

Albiol Ibáñez, José Ramón. “Estudio experimental de la adherencia entre laminados de GFRP y el hormigón .” 2015. Web. 14 Oct 2019.

Vancouver:

Albiol Ibáñez JR. Estudio experimental de la adherencia entre laminados de GFRP y el hormigón . [Internet] [Doctoral dissertation]. Universitat Politècnica de València; 2015. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/10251/58866.

Council of Science Editors:

Albiol Ibáñez JR. Estudio experimental de la adherencia entre laminados de GFRP y el hormigón . [Doctoral Dissertation]. Universitat Politècnica de València; 2015. Available from: http://hdl.handle.net/10251/58866


KTH

106. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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 14, 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. 14 Oct 2019.

Vancouver:

Yussuf YA. FRP:s användning inom brokonstruktioner. [Internet] [Thesis]. KTH; 2019. [cited 2019 Oct 14]. 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

107. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 October 14, 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. 14 Oct 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 Oct 14]. 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/ ;


Universitat Politècnica de Catalunya

108. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 14, 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. 14 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 14]. 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

109. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 October 14, 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. 14 Oct 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 Oct 14]. 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/ ;

110. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 October 14, 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. 14 Oct 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 Oct 14]. 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

111. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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 October 14, 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. 14 Oct 2019.

Vancouver:

Eitel AK. PERFORMANCE OF A GFRP REINFORCED CONCRETE BRIDGE DECK. [Internet] [Doctoral dissertation]. Case Western Reserve University; 2005. [cited 2019 Oct 14]. 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

112. Gonçalves, João Filipe Gomes. Aderência de varões GFRP no betão.

Degree: 2013, Universidade da Madeira

 A utilização de varões de fibra de vidro (GFRP) em alternativa ao aço em estruturas de betão armado representa uma mais-valia no que respeita a… (more)

Subjects/Keywords: Polímeros reforçados com fibras de vidro (GFRP); Aderência; Ensaio de arrancamento; Comprimento de ancoragem; Engenharia Civil; .; Centro de Ciências Exatas e de Engenharia

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Gonçalves, J. F. G. (2013). Aderência de varões GFRP no betão. (Thesis). Universidade da Madeira. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:digituma.uma.pt:10400.13/720

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):

Gonçalves, João Filipe Gomes. “Aderência de varões GFRP no betão.” 2013. Thesis, Universidade da Madeira. Accessed October 14, 2019. http://www.rcaap.pt/detail.jsp?id=oai:digituma.uma.pt:10400.13/720.

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

MLA Handbook (7th Edition):

Gonçalves, João Filipe Gomes. “Aderência de varões GFRP no betão.” 2013. Web. 14 Oct 2019.

Vancouver:

Gonçalves JFG. Aderência de varões GFRP no betão. [Internet] [Thesis]. Universidade da Madeira; 2013. [cited 2019 Oct 14]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:digituma.uma.pt:10400.13/720.

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

Council of Science Editors:

Gonçalves JFG. Aderência de varões GFRP no betão. [Thesis]. Universidade da Madeira; 2013. Available from: http://www.rcaap.pt/detail.jsp?id=oai:digituma.uma.pt:10400.13/720

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


University of Manchester

113. Yaqub, Muhammad. Axial compressive and seismic shear performance of post-heated columns repaired with composite materials.

Degree: PhD, 2010, University of Manchester

 In the light of extreme events of natural disasters (earthquakes or hurricanes) and accidents (fire or explosion), repairing and strengthening of existing concrete structures has… (more)

Subjects/Keywords: 624.1834; Un-heated column, Post-heated columns, GFRP, CFRP, Axial compressive strength, Shear strength, Lateral strength, Seismic shear performance, Ductility, Energy dissipation

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Yaqub, M. (2010). Axial compressive and seismic shear performance of post-heated columns repaired with composite materials. (Doctoral Dissertation). University of Manchester. Retrieved from https://www.research.manchester.ac.uk/portal/en/theses/axial-compressive-and-seismic-shear-performance-of-postheated-columns-repaired-with-composite-materials(76babab7-06db-49b2-a8be-e76c17495eaa).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.528257

Chicago Manual of Style (16th Edition):

Yaqub, Muhammad. “Axial compressive and seismic shear performance of post-heated columns repaired with composite materials.” 2010. Doctoral Dissertation, University of Manchester. Accessed October 14, 2019. https://www.research.manchester.ac.uk/portal/en/theses/axial-compressive-and-seismic-shear-performance-of-postheated-columns-repaired-with-composite-materials(76babab7-06db-49b2-a8be-e76c17495eaa).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.528257.

MLA Handbook (7th Edition):

Yaqub, Muhammad. “Axial compressive and seismic shear performance of post-heated columns repaired with composite materials.” 2010. Web. 14 Oct 2019.

Vancouver:

Yaqub M. Axial compressive and seismic shear performance of post-heated columns repaired with composite materials. [Internet] [Doctoral dissertation]. University of Manchester; 2010. [cited 2019 Oct 14]. Available from: https://www.research.manchester.ac.uk/portal/en/theses/axial-compressive-and-seismic-shear-performance-of-postheated-columns-repaired-with-composite-materials(76babab7-06db-49b2-a8be-e76c17495eaa).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.528257.

Council of Science Editors:

Yaqub M. Axial compressive and seismic shear performance of post-heated columns repaired with composite materials. [Doctoral Dissertation]. University of Manchester; 2010. Available from: https://www.research.manchester.ac.uk/portal/en/theses/axial-compressive-and-seismic-shear-performance-of-postheated-columns-repaired-with-composite-materials(76babab7-06db-49b2-a8be-e76c17495eaa).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.528257


Virginia Tech

114. Bhise, Vikrant Sudhakar. Strength Degradation of Gfrp Bars.

Degree: MS, Civil Engineering, 2002, Virginia Tech

 The primary objective of this research was to examine the strength degradation of Glass Fiber Reinforced Polymer (GFRP) bars at high temperature and alkalinity and… (more)

Subjects/Keywords: Arrhenius relationship; Glass Fiber Reinforced Polymer (GFRP) bars; Prediction; Durability

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bhise, V. S. (2002). Strength Degradation of Gfrp Bars. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35225

Chicago Manual of Style (16th Edition):

Bhise, Vikrant Sudhakar. “Strength Degradation of Gfrp Bars.” 2002. Masters Thesis, Virginia Tech. Accessed October 14, 2019. http://hdl.handle.net/10919/35225.

MLA Handbook (7th Edition):

Bhise, Vikrant Sudhakar. “Strength Degradation of Gfrp Bars.” 2002. Web. 14 Oct 2019.

Vancouver:

Bhise VS. Strength Degradation of Gfrp Bars. [Internet] [Masters thesis]. Virginia Tech; 2002. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/10919/35225.

Council of Science Editors:

Bhise VS. Strength Degradation of Gfrp Bars. [Masters Thesis]. Virginia Tech; 2002. Available from: http://hdl.handle.net/10919/35225

115. 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… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 14, 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. 14 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 14]. 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


Pontifical Catholic University of Rio de Janeiro

116. BÁRBARA SUMIE TOGASHI. [en] PERFORMANCE AND COMPRESSIVE STRENGTH OF PULTRUDED GLASS-FIBER REINFORCED POLYMER (GFRP) SHORT ANGLES.

Degree: 2017, Pontifical Catholic University of Rio de Janeiro

[pt] Este trabalho tem como objetivo investigar o desempenho e a resistência de cantoneiras curtas de abas iguais pultrudadas em polímero reforçado com fibra de… (more)

Subjects/Keywords: [pt] RESISTENCIA; [en] RESISTANCE; [pt] COLUNAS; [en] COLUMNS; [pt] PRFV; [en] GFRP; [pt] CANTONEIRA; [en] CORNER; [pt] FLAMBAGEM POR FLEXO TORCAO; [en] FLEXURAL TORSIONAL BUCKLING

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

TOGASHI, B. S. (2017). [en] PERFORMANCE AND COMPRESSIVE STRENGTH OF PULTRUDED GLASS-FIBER REINFORCED POLYMER (GFRP) SHORT ANGLES. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=31046

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):

TOGASHI, BÁRBARA SUMIE. “[en] PERFORMANCE AND COMPRESSIVE STRENGTH OF PULTRUDED GLASS-FIBER REINFORCED POLYMER (GFRP) SHORT ANGLES.” 2017. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed October 14, 2019. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=31046.

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

MLA Handbook (7th Edition):

TOGASHI, BÁRBARA SUMIE. “[en] PERFORMANCE AND COMPRESSIVE STRENGTH OF PULTRUDED GLASS-FIBER REINFORCED POLYMER (GFRP) SHORT ANGLES.” 2017. Web. 14 Oct 2019.

Vancouver:

TOGASHI BS. [en] PERFORMANCE AND COMPRESSIVE STRENGTH OF PULTRUDED GLASS-FIBER REINFORCED POLYMER (GFRP) SHORT ANGLES. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2017. [cited 2019 Oct 14]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=31046.

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

Council of Science Editors:

TOGASHI BS. [en] PERFORMANCE AND COMPRESSIVE STRENGTH OF PULTRUDED GLASS-FIBER REINFORCED POLYMER (GFRP) SHORT ANGLES. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2017. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=31046

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


University of Ottawa

117. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 14, 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. 14 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 14]. 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

118. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 October 14, 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. 14 Oct 2019.

Vancouver:

Stoner J. Finite Element Modelling of GFRP Reinforced Concrete Beams. [Internet] [Thesis]. University of Waterloo; 2015. [cited 2019 Oct 14]. 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


University of Waterloo

119. Shahi, Arash. Strengthening of Wooden Cross arms in 230 kV Transmission Structures Using Glass Fibre Reinforced Polymer (GFRP) Wrap.

Degree: 2008, University of Waterloo

 There are approximately 6000 Gulfport-type wood structures used to support 1600 km of 230 kV electrical transmission lines in Ontario. An unexpected structural failure caused… (more)

Subjects/Keywords: Strengthening; GFRP Wrap; Glass Fibre Reinforced Polymer; Wood; Timber; Transmission Structure; 230 kV

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Shahi, A. (2008). Strengthening of Wooden Cross arms in 230 kV Transmission Structures Using Glass Fibre Reinforced Polymer (GFRP) Wrap. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/3893

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):

Shahi, Arash. “Strengthening of Wooden Cross arms in 230 kV Transmission Structures Using Glass Fibre Reinforced Polymer (GFRP) Wrap.” 2008. Thesis, University of Waterloo. Accessed October 14, 2019. http://hdl.handle.net/10012/3893.

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

MLA Handbook (7th Edition):

Shahi, Arash. “Strengthening of Wooden Cross arms in 230 kV Transmission Structures Using Glass Fibre Reinforced Polymer (GFRP) Wrap.” 2008. Web. 14 Oct 2019.

Vancouver:

Shahi A. Strengthening of Wooden Cross arms in 230 kV Transmission Structures Using Glass Fibre Reinforced Polymer (GFRP) Wrap. [Internet] [Thesis]. University of Waterloo; 2008. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/10012/3893.

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

Council of Science Editors:

Shahi A. Strengthening of Wooden Cross arms in 230 kV Transmission Structures Using Glass Fibre Reinforced Polymer (GFRP) Wrap. [Thesis]. University of Waterloo; 2008. Available from: http://hdl.handle.net/10012/3893

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


Penn State University

120. James, Robin. PROGNOSTIC INVESTIGATION OF ENVIRONMENTALLY ASSISTED DAMAGE IN AEROSPACE COMPOSITE MATERIALS AND ITS DETECTION STRATEGY.

Degree: 2017, Penn State University

 Advanced composite materials are being used extensively in many commercial and military aircraft and rotorcraft due to their superior stiffness and high strength-to-weight ratio. These… (more)

Subjects/Keywords: CFRP; GFRP; Microwave NDT; Impact Damage; SPH; BEASY; BVID; Galvanic Corrosion; Aluminum Hydroxide; Loaded Waveguide Technique; Millimeter-wave; X-Band; Q-Band

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

James, R. (2017). PROGNOSTIC INVESTIGATION OF ENVIRONMENTALLY ASSISTED DAMAGE IN AEROSPACE COMPOSITE MATERIALS AND ITS DETECTION STRATEGY. (Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/14471rzj126

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):

James, Robin. “PROGNOSTIC INVESTIGATION OF ENVIRONMENTALLY ASSISTED DAMAGE IN AEROSPACE COMPOSITE MATERIALS AND ITS DETECTION STRATEGY.” 2017. Thesis, Penn State University. Accessed October 14, 2019. https://etda.libraries.psu.edu/catalog/14471rzj126.

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

MLA Handbook (7th Edition):

James, Robin. “PROGNOSTIC INVESTIGATION OF ENVIRONMENTALLY ASSISTED DAMAGE IN AEROSPACE COMPOSITE MATERIALS AND ITS DETECTION STRATEGY.” 2017. Web. 14 Oct 2019.

Vancouver:

James R. PROGNOSTIC INVESTIGATION OF ENVIRONMENTALLY ASSISTED DAMAGE IN AEROSPACE COMPOSITE MATERIALS AND ITS DETECTION STRATEGY. [Internet] [Thesis]. Penn State University; 2017. [cited 2019 Oct 14]. Available from: https://etda.libraries.psu.edu/catalog/14471rzj126.

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

Council of Science Editors:

James R. PROGNOSTIC INVESTIGATION OF ENVIRONMENTALLY ASSISTED DAMAGE IN AEROSPACE COMPOSITE MATERIALS AND ITS DETECTION STRATEGY. [Thesis]. Penn State University; 2017. Available from: https://etda.libraries.psu.edu/catalog/14471rzj126

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

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

.