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You searched for subject:(GFRP). Showing records 61 – 90 of 162 total matches.

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University of Utah

61. Ries, James McDaniel. Health monitoring of precast bridge deck panels reinforced with glass fiber reinforced polymer bars.

Degree: MS, Civil & Environmental Engineering, 2011, University of Utah

 The Beaver Creek Bridge on US highway 6 is the pilot project for Glass Fiber Reinforced Polymer (GFRP) bridge decks and posttensioned bridge decks in… (more)

Subjects/Keywords: Bridge deck; GFRP; Glass fiber reinforced polymer; Post tensioning; Remote data transfer; Truck load test

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

APA (6th Edition):

Ries, J. M. (2011). Health monitoring of precast bridge deck panels reinforced with glass fiber reinforced polymer bars. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/301/rec/1206

Chicago Manual of Style (16th Edition):

Ries, James McDaniel. “Health monitoring of precast bridge deck panels reinforced with glass fiber reinforced polymer bars.” 2011. Masters Thesis, University of Utah. Accessed October 23, 2019. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/301/rec/1206.

MLA Handbook (7th Edition):

Ries, James McDaniel. “Health monitoring of precast bridge deck panels reinforced with glass fiber reinforced polymer bars.” 2011. Web. 23 Oct 2019.

Vancouver:

Ries JM. Health monitoring of precast bridge deck panels reinforced with glass fiber reinforced polymer bars. [Internet] [Masters thesis]. University of Utah; 2011. [cited 2019 Oct 23]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/301/rec/1206.

Council of Science Editors:

Ries JM. Health monitoring of precast bridge deck panels reinforced with glass fiber reinforced polymer bars. [Masters Thesis]. University of Utah; 2011. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/301/rec/1206


Texas A&M University

62. Kim, Jeongjoo. A Time-Variant Probabilistic Model for Predicting the Longer-Term Performance of GFRP Reinforcing Bars Embedded in Concrete.

Degree: 2011, Texas A&M University

 Although Glass Fiber Reinforced Polymer (GFRP) has many potential advantages as reinforcement in concrete structures, the loss in tensile strength of the GFRP reinforcing bar… (more)

Subjects/Keywords: glass fiber reinforced polymer(GFRP); durability; probabilistic model; longer-term performance; Bayesian updating; concrete

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APA (6th Edition):

Kim, J. (2011). A Time-Variant Probabilistic Model for Predicting the Longer-Term Performance of GFRP Reinforcing Bars Embedded in Concrete. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7943

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):

Kim, Jeongjoo. “A Time-Variant Probabilistic Model for Predicting the Longer-Term Performance of GFRP Reinforcing Bars Embedded in Concrete.” 2011. Thesis, Texas A&M University. Accessed October 23, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7943.

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

MLA Handbook (7th Edition):

Kim, Jeongjoo. “A Time-Variant Probabilistic Model for Predicting the Longer-Term Performance of GFRP Reinforcing Bars Embedded in Concrete.” 2011. Web. 23 Oct 2019.

Vancouver:

Kim J. A Time-Variant Probabilistic Model for Predicting the Longer-Term Performance of GFRP Reinforcing Bars Embedded in Concrete. [Internet] [Thesis]. Texas A&M University; 2011. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7943.

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

Council of Science Editors:

Kim J. A Time-Variant Probabilistic Model for Predicting the Longer-Term Performance of GFRP Reinforcing Bars Embedded in Concrete. [Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7943

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


Universidade Nova

63. Estêvão, Miguel Macedo. Durabilidade de varões de GFRP para reforço de elementos de betão armado.

Degree: 2017, Universidade Nova

 A análise de parâmetros como a durabilidade dos varões de GFRP é fundamental para a visibilidade económica da sua utilização e para o conhecimento do… (more)

Subjects/Keywords: Compósitos; GFRP; Ambiente alcalino; Durabilidade; Domínio/Área Científica::Engenharia e Tecnologia::Engenharia Civil

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APA (6th Edition):

Estêvão, M. M. (2017). Durabilidade de varões de GFRP para reforço de elementos de betão armado. (Thesis). Universidade Nova. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/23394

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):

Estêvão, Miguel Macedo. “Durabilidade de varões de GFRP para reforço de elementos de betão armado.” 2017. Thesis, Universidade Nova. Accessed October 23, 2019. http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/23394.

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

MLA Handbook (7th Edition):

Estêvão, Miguel Macedo. “Durabilidade de varões de GFRP para reforço de elementos de betão armado.” 2017. Web. 23 Oct 2019.

Vancouver:

Estêvão MM. Durabilidade de varões de GFRP para reforço de elementos de betão armado. [Internet] [Thesis]. Universidade Nova; 2017. [cited 2019 Oct 23]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/23394.

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

Council of Science Editors:

Estêvão MM. Durabilidade de varões de GFRP para reforço de elementos de betão armado. [Thesis]. Universidade Nova; 2017. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/23394

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


University of Ottawa

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

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


University of Manchester

65. Al-Humeidawi, Basim Hassan Shnawa. Evaluation of the performance of GFRP dowels in Jointed Plain Concrete Pavement (JPCP) for road/airport under the combined effect of dowel misalignment and cyclic wheel load.

Degree: PhD, 2013, University of Manchester

 Dowel bars are provided at the transverse joints of the Jointed Plain Concrete Pavement (JPCP) to transfer the load between adjoining slabs and to allow… (more)

Subjects/Keywords: 624.1; Concrete pavement, Dowel bars, Misalignment, GFRP dowels, Dowel looseness, Finite element, Experimental test

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APA (6th Edition):

Al-Humeidawi, B. H. S. (2013). Evaluation of the performance of GFRP dowels in Jointed Plain Concrete Pavement (JPCP) for road/airport under the combined effect of dowel misalignment and cyclic wheel load. (Doctoral Dissertation). University of Manchester. Retrieved from https://www.research.manchester.ac.uk/portal/en/theses/evaluation-of-the-performance-of-gfrp-dowels-in-jointed-plain-concrete-pavement-jpcp-for-roadairport-under-the-combined-effect-of-dowel-misalignment-and-cyclic-wheel-load(3a25c529-04ea-4899-8b7a-64bcfc450809).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.647360

Chicago Manual of Style (16th Edition):

Al-Humeidawi, Basim Hassan Shnawa. “Evaluation of the performance of GFRP dowels in Jointed Plain Concrete Pavement (JPCP) for road/airport under the combined effect of dowel misalignment and cyclic wheel load.” 2013. Doctoral Dissertation, University of Manchester. Accessed October 23, 2019. https://www.research.manchester.ac.uk/portal/en/theses/evaluation-of-the-performance-of-gfrp-dowels-in-jointed-plain-concrete-pavement-jpcp-for-roadairport-under-the-combined-effect-of-dowel-misalignment-and-cyclic-wheel-load(3a25c529-04ea-4899-8b7a-64bcfc450809).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.647360.

MLA Handbook (7th Edition):

Al-Humeidawi, Basim Hassan Shnawa. “Evaluation of the performance of GFRP dowels in Jointed Plain Concrete Pavement (JPCP) for road/airport under the combined effect of dowel misalignment and cyclic wheel load.” 2013. Web. 23 Oct 2019.

Vancouver:

Al-Humeidawi BHS. Evaluation of the performance of GFRP dowels in Jointed Plain Concrete Pavement (JPCP) for road/airport under the combined effect of dowel misalignment and cyclic wheel load. [Internet] [Doctoral dissertation]. University of Manchester; 2013. [cited 2019 Oct 23]. Available from: https://www.research.manchester.ac.uk/portal/en/theses/evaluation-of-the-performance-of-gfrp-dowels-in-jointed-plain-concrete-pavement-jpcp-for-roadairport-under-the-combined-effect-of-dowel-misalignment-and-cyclic-wheel-load(3a25c529-04ea-4899-8b7a-64bcfc450809).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.647360.

Council of Science Editors:

Al-Humeidawi BHS. Evaluation of the performance of GFRP dowels in Jointed Plain Concrete Pavement (JPCP) for road/airport under the combined effect of dowel misalignment and cyclic wheel load. [Doctoral Dissertation]. University of Manchester; 2013. Available from: https://www.research.manchester.ac.uk/portal/en/theses/evaluation-of-the-performance-of-gfrp-dowels-in-jointed-plain-concrete-pavement-jpcp-for-roadairport-under-the-combined-effect-of-dowel-misalignment-and-cyclic-wheel-load(3a25c529-04ea-4899-8b7a-64bcfc450809).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.647360


University of Manchester

66. Al-Humeidawi, Basim Hassan Shnawa. Evaluation of the Performance of GFRP Dowels in Jointed Plain Concrete Pavement (JPCP) for Road/Airport under the Combined Effect of Dowel Misalignment and Cyclic Wheel Load.

Degree: 2013, University of Manchester

 Dowel bars are provided at the transverse joints of the Jointed Plain Concrete Pavement (JPCP) to transfer the load between adjoining slabs and to allow… (more)

Subjects/Keywords: Concrete pavement; Dowel bars; Misalignment; GFRP dowels; Dowel looseness; Finite element; Experimental test

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

APA (6th Edition):

Al-Humeidawi, B. H. S. (2013). Evaluation of the Performance of GFRP Dowels in Jointed Plain Concrete Pavement (JPCP) for Road/Airport under the Combined Effect of Dowel Misalignment and Cyclic Wheel Load. (Doctoral Dissertation). University of Manchester. Retrieved from http://www.manchester.ac.uk/escholar/uk-ac-man-scw:188482

Chicago Manual of Style (16th Edition):

Al-Humeidawi, Basim Hassan Shnawa. “Evaluation of the Performance of GFRP Dowels in Jointed Plain Concrete Pavement (JPCP) for Road/Airport under the Combined Effect of Dowel Misalignment and Cyclic Wheel Load.” 2013. Doctoral Dissertation, University of Manchester. Accessed October 23, 2019. http://www.manchester.ac.uk/escholar/uk-ac-man-scw:188482.

MLA Handbook (7th Edition):

Al-Humeidawi, Basim Hassan Shnawa. “Evaluation of the Performance of GFRP Dowels in Jointed Plain Concrete Pavement (JPCP) for Road/Airport under the Combined Effect of Dowel Misalignment and Cyclic Wheel Load.” 2013. Web. 23 Oct 2019.

Vancouver:

Al-Humeidawi BHS. Evaluation of the Performance of GFRP Dowels in Jointed Plain Concrete Pavement (JPCP) for Road/Airport under the Combined Effect of Dowel Misalignment and Cyclic Wheel Load. [Internet] [Doctoral dissertation]. University of Manchester; 2013. [cited 2019 Oct 23]. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:188482.

Council of Science Editors:

Al-Humeidawi BHS. Evaluation of the Performance of GFRP Dowels in Jointed Plain Concrete Pavement (JPCP) for Road/Airport under the Combined Effect of Dowel Misalignment and Cyclic Wheel Load. [Doctoral Dissertation]. University of Manchester; 2013. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:188482

67. Bento, Gonçalo André Lopes. Tirantes de betão armado com varões de fibra de vidro.

Degree: 2013, RCAAP

 O aparecimento da fibra de vidro deve-se à pesquisa de novos materiais. No século XIX, as fibras de vidro foram pela primeira vez tecidas. Só… (more)

Subjects/Keywords: GFRP; BEAL; Aço; Aderência; Contribuição de betão entre fendas; Fendilhação; Deformação; Tirante

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

APA (6th Edition):

Bento, G. A. L. (2013). Tirantes de betão armado com varões de fibra de vidro. (Thesis). RCAAP. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:comum.rcaap.pt:10400.26/14812

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):

Bento, Gonçalo André Lopes. “Tirantes de betão armado com varões de fibra de vidro.” 2013. Thesis, RCAAP. Accessed October 23, 2019. https://www.rcaap.pt/detail.jsp?id=oai:comum.rcaap.pt:10400.26/14812.

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

MLA Handbook (7th Edition):

Bento, Gonçalo André Lopes. “Tirantes de betão armado com varões de fibra de vidro.” 2013. Web. 23 Oct 2019.

Vancouver:

Bento GAL. Tirantes de betão armado com varões de fibra de vidro. [Internet] [Thesis]. RCAAP; 2013. [cited 2019 Oct 23]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:comum.rcaap.pt:10400.26/14812.

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

Council of Science Editors:

Bento GAL. Tirantes de betão armado com varões de fibra de vidro. [Thesis]. RCAAP; 2013. Available from: https://www.rcaap.pt/detail.jsp?id=oai:comum.rcaap.pt:10400.26/14812

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


University of Edinburgh

68. Al-Azzawi, Zaid Mohammed Kani. Capacity of FRP strengthened steel plate girders against shear buckling under static and cyclic loading.

Degree: PhD, 2016, University of Edinburgh

 Civil engineers are presently faced with the challenge of strengthening and repairing many existing structures to assure or increase their structural safety. The reasons for… (more)

Subjects/Keywords: 620.1; steel bridges; plate girders; steel plates; CFRP; GFRP; fatigue; buckling; shear

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

APA (6th Edition):

Al-Azzawi, Z. M. K. (2016). Capacity of FRP strengthened steel plate girders against shear buckling under static and cyclic loading. (Doctoral Dissertation). University of Edinburgh. Retrieved from http://hdl.handle.net/1842/25453

Chicago Manual of Style (16th Edition):

Al-Azzawi, Zaid Mohammed Kani. “Capacity of FRP strengthened steel plate girders against shear buckling under static and cyclic loading.” 2016. Doctoral Dissertation, University of Edinburgh. Accessed October 23, 2019. http://hdl.handle.net/1842/25453.

MLA Handbook (7th Edition):

Al-Azzawi, Zaid Mohammed Kani. “Capacity of FRP strengthened steel plate girders against shear buckling under static and cyclic loading.” 2016. Web. 23 Oct 2019.

Vancouver:

Al-Azzawi ZMK. Capacity of FRP strengthened steel plate girders against shear buckling under static and cyclic loading. [Internet] [Doctoral dissertation]. University of Edinburgh; 2016. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/1842/25453.

Council of Science Editors:

Al-Azzawi ZMK. Capacity of FRP strengthened steel plate girders against shear buckling under static and cyclic loading. [Doctoral Dissertation]. University of Edinburgh; 2016. Available from: http://hdl.handle.net/1842/25453


University of Manitoba

69. ElGendy, Mohammed. Punching shear behaviour of slab-column edge connections reinforced with fibre-reinforced polymer (FRP) composite bars.

Degree: Civil Engineering, 2014, University of Manitoba

 The use of fibre reinforced polymer (FRP) composites as an alternate to steel has proved to be an effective solution to the corrosion problem. However,… (more)

Subjects/Keywords: FRP; GFRP; edge; slab-column connection; punching; shear studs; flat plate; slab; shear; code equation

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

APA (6th Edition):

ElGendy, M. (2014). Punching shear behaviour of slab-column edge connections reinforced with fibre-reinforced polymer (FRP) composite bars. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/24092

Chicago Manual of Style (16th Edition):

ElGendy, Mohammed. “Punching shear behaviour of slab-column edge connections reinforced with fibre-reinforced polymer (FRP) composite bars.” 2014. Masters Thesis, University of Manitoba. Accessed October 23, 2019. http://hdl.handle.net/1993/24092.

MLA Handbook (7th Edition):

ElGendy, Mohammed. “Punching shear behaviour of slab-column edge connections reinforced with fibre-reinforced polymer (FRP) composite bars.” 2014. Web. 23 Oct 2019.

Vancouver:

ElGendy M. Punching shear behaviour of slab-column edge connections reinforced with fibre-reinforced polymer (FRP) composite bars. [Internet] [Masters thesis]. University of Manitoba; 2014. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/1993/24092.

Council of Science Editors:

ElGendy M. Punching shear behaviour of slab-column edge connections reinforced with fibre-reinforced polymer (FRP) composite bars. [Masters Thesis]. University of Manitoba; 2014. Available from: http://hdl.handle.net/1993/24092


Queens University

70. Eldridge, Amanda. SHORT TERM CHARACTERISTICS AND ENVIRONMENTAL AGING OF BIO-RESIN GFRP TESTED IN TENSION AND FOR CONFINEMENT OF CONCRETE CYLINDERS .

Degree: Civil Engineering, 2013, Queens University

 Conventional fiber reinforced polymers (FRPs) require polymers such as epoxies that are not biodegradable, which have a significant impact on the environment. The first phase… (more)

Subjects/Keywords: GFRP; tensile strength; confinement; bio-resin; axial strength; modulus; durability; concrete cylinders

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

APA (6th Edition):

Eldridge, A. (2013). SHORT TERM CHARACTERISTICS AND ENVIRONMENTAL AGING OF BIO-RESIN GFRP TESTED IN TENSION AND FOR CONFINEMENT OF CONCRETE CYLINDERS . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/8201

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):

Eldridge, Amanda. “SHORT TERM CHARACTERISTICS AND ENVIRONMENTAL AGING OF BIO-RESIN GFRP TESTED IN TENSION AND FOR CONFINEMENT OF CONCRETE CYLINDERS .” 2013. Thesis, Queens University. Accessed October 23, 2019. http://hdl.handle.net/1974/8201.

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

MLA Handbook (7th Edition):

Eldridge, Amanda. “SHORT TERM CHARACTERISTICS AND ENVIRONMENTAL AGING OF BIO-RESIN GFRP TESTED IN TENSION AND FOR CONFINEMENT OF CONCRETE CYLINDERS .” 2013. Web. 23 Oct 2019.

Vancouver:

Eldridge A. SHORT TERM CHARACTERISTICS AND ENVIRONMENTAL AGING OF BIO-RESIN GFRP TESTED IN TENSION AND FOR CONFINEMENT OF CONCRETE CYLINDERS . [Internet] [Thesis]. Queens University; 2013. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/1974/8201.

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

Council of Science Editors:

Eldridge A. SHORT TERM CHARACTERISTICS AND ENVIRONMENTAL AGING OF BIO-RESIN GFRP TESTED IN TENSION AND FOR CONFINEMENT OF CONCRETE CYLINDERS . [Thesis]. Queens University; 2013. Available from: http://hdl.handle.net/1974/8201

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


Queens University

71. Richardson, Patrick. FATIGUE BEHAVIOR OF CONCRETE BRIDGE DECKS CAST ON GFRP STAY-IN-PLACE STRUCTURAL FORMS AND STATIC PERFORMANCE OF GFRP-REINFORCED DECK OVERHANGS .

Degree: Civil Engineering, 2013, Queens University

 The first part of the thesis addresses the fatigue performance of concrete bridge decks with GFRP stay-in-place structural forms replacing the bottom layer of rebar.… (more)

Subjects/Keywords: FRP; GFRP; Stay-In-Place Formwork; Fatigue; Cyclic Loading; Bridge Deck; Overhangs

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

APA (6th Edition):

Richardson, P. (2013). FATIGUE BEHAVIOR OF CONCRETE BRIDGE DECKS CAST ON GFRP STAY-IN-PLACE STRUCTURAL FORMS AND STATIC PERFORMANCE OF GFRP-REINFORCED DECK OVERHANGS . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/8292

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):

Richardson, Patrick. “FATIGUE BEHAVIOR OF CONCRETE BRIDGE DECKS CAST ON GFRP STAY-IN-PLACE STRUCTURAL FORMS AND STATIC PERFORMANCE OF GFRP-REINFORCED DECK OVERHANGS .” 2013. Thesis, Queens University. Accessed October 23, 2019. http://hdl.handle.net/1974/8292.

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

MLA Handbook (7th Edition):

Richardson, Patrick. “FATIGUE BEHAVIOR OF CONCRETE BRIDGE DECKS CAST ON GFRP STAY-IN-PLACE STRUCTURAL FORMS AND STATIC PERFORMANCE OF GFRP-REINFORCED DECK OVERHANGS .” 2013. Web. 23 Oct 2019.

Vancouver:

Richardson P. FATIGUE BEHAVIOR OF CONCRETE BRIDGE DECKS CAST ON GFRP STAY-IN-PLACE STRUCTURAL FORMS AND STATIC PERFORMANCE OF GFRP-REINFORCED DECK OVERHANGS . [Internet] [Thesis]. Queens University; 2013. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/1974/8292.

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

Council of Science Editors:

Richardson P. FATIGUE BEHAVIOR OF CONCRETE BRIDGE DECKS CAST ON GFRP STAY-IN-PLACE STRUCTURAL FORMS AND STATIC PERFORMANCE OF GFRP-REINFORCED DECK OVERHANGS . [Thesis]. Queens University; 2013. Available from: http://hdl.handle.net/1974/8292

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


Queens University

72. McSwiggan, Ciaran. Short and Long Term Behaviour of Externally Bonded Fibre Reinforced Polymer Laminates With Bio-Based Resins for Flexural Strengthening of Concrete Beams .

Degree: Civil Engineering, 2016, Queens University

 The use of bio-based resins in composites for construction is emerging as a way to reduce of embodied energy produced by a structural system. In… (more)

Subjects/Keywords: Bio-Based Resins; CFRP; GFRP; Bond; Durability; furfuryl alcohol resin; epoxidized pine oil

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APA (6th Edition):

McSwiggan, C. (2016). Short and Long Term Behaviour of Externally Bonded Fibre Reinforced Polymer Laminates With Bio-Based Resins for Flexural Strengthening of Concrete Beams . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/14148

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):

McSwiggan, Ciaran. “Short and Long Term Behaviour of Externally Bonded Fibre Reinforced Polymer Laminates With Bio-Based Resins for Flexural Strengthening of Concrete Beams .” 2016. Thesis, Queens University. Accessed October 23, 2019. http://hdl.handle.net/1974/14148.

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

MLA Handbook (7th Edition):

McSwiggan, Ciaran. “Short and Long Term Behaviour of Externally Bonded Fibre Reinforced Polymer Laminates With Bio-Based Resins for Flexural Strengthening of Concrete Beams .” 2016. Web. 23 Oct 2019.

Vancouver:

McSwiggan C. Short and Long Term Behaviour of Externally Bonded Fibre Reinforced Polymer Laminates With Bio-Based Resins for Flexural Strengthening of Concrete Beams . [Internet] [Thesis]. Queens University; 2016. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/1974/14148.

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

Council of Science Editors:

McSwiggan C. Short and Long Term Behaviour of Externally Bonded Fibre Reinforced Polymer Laminates With Bio-Based Resins for Flexural Strengthening of Concrete Beams . [Thesis]. Queens University; 2016. Available from: http://hdl.handle.net/1974/14148

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


Queens University

73. CoDyre, Luke. The Effect of Foam Core Density on the Flexural and Axial Behaviour of Sandwich Panels of Varying Slenderness with Natural Flax-FRP and Glass-FRP Composite Skins .

Degree: Civil Engineering, 2016, Queens University

 This study investigates the effect of foam core density and skin type on the behaviour of sandwich panels as structural beams tested in four-point bending… (more)

Subjects/Keywords: Sandwich panel; slenderness; natural fibers; flax fibres; bio-composite; GFRP; axial; foam core

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APA (6th Edition):

CoDyre, L. (2016). The Effect of Foam Core Density on the Flexural and Axial Behaviour of Sandwich Panels of Varying Slenderness with Natural Flax-FRP and Glass-FRP Composite Skins . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/14928

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):

CoDyre, Luke. “The Effect of Foam Core Density on the Flexural and Axial Behaviour of Sandwich Panels of Varying Slenderness with Natural Flax-FRP and Glass-FRP Composite Skins .” 2016. Thesis, Queens University. Accessed October 23, 2019. http://hdl.handle.net/1974/14928.

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

MLA Handbook (7th Edition):

CoDyre, Luke. “The Effect of Foam Core Density on the Flexural and Axial Behaviour of Sandwich Panels of Varying Slenderness with Natural Flax-FRP and Glass-FRP Composite Skins .” 2016. Web. 23 Oct 2019.

Vancouver:

CoDyre L. The Effect of Foam Core Density on the Flexural and Axial Behaviour of Sandwich Panels of Varying Slenderness with Natural Flax-FRP and Glass-FRP Composite Skins . [Internet] [Thesis]. Queens University; 2016. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/1974/14928.

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

Council of Science Editors:

CoDyre L. The Effect of Foam Core Density on the Flexural and Axial Behaviour of Sandwich Panels of Varying Slenderness with Natural Flax-FRP and Glass-FRP Composite Skins . [Thesis]. Queens University; 2016. Available from: http://hdl.handle.net/1974/14928

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

74. 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


University of New Brunswick

75. Darabi, Mohammadali. Long-Term Deflection Of One-Way Concrete Slab Strips Containing Steel And GFRP Reinforcement.

Degree: 2011, University of New Brunswick

 Fibre reinforced polymers (FRP’s) are considered an alternative to steel reinforcement in concrete structures because of their noncorrosive nature and nonmagnetic properties. FRP materials are,… (more)

Subjects/Keywords: GFRP; FRP; steel; reinforced concrete; long-term; short-term; deflection; one-way concrete slab; shallow beam; sustained load; creep; shrinkage

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APA (6th Edition):

Darabi, M. (2011). Long-Term Deflection Of One-Way Concrete Slab Strips Containing Steel And GFRP Reinforcement. (Thesis). University of New Brunswick. Retrieved from http://hdl.handle.net/1882/35382

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):

Darabi, Mohammadali. “Long-Term Deflection Of One-Way Concrete Slab Strips Containing Steel And GFRP Reinforcement.” 2011. Thesis, University of New Brunswick. Accessed October 23, 2019. http://hdl.handle.net/1882/35382.

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

MLA Handbook (7th Edition):

Darabi, Mohammadali. “Long-Term Deflection Of One-Way Concrete Slab Strips Containing Steel And GFRP Reinforcement.” 2011. Web. 23 Oct 2019.

Vancouver:

Darabi M. Long-Term Deflection Of One-Way Concrete Slab Strips Containing Steel And GFRP Reinforcement. [Internet] [Thesis]. University of New Brunswick; 2011. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/1882/35382.

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

Council of Science Editors:

Darabi M. Long-Term Deflection Of One-Way Concrete Slab Strips Containing Steel And GFRP Reinforcement. [Thesis]. University of New Brunswick; 2011. Available from: http://hdl.handle.net/1882/35382

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

76. Laranja, Gilberto José da Silva. Modelação e estudo paramétrico do comportamento de vigas de betão armado com Varões de GFRP.

Degree: 2010, Universidade da Madeira

A introdução de um novo material para a execução de estruturas, implica um amplo estudo sobre o mesmo, para que seja aceite como um material… (more)

Subjects/Keywords: Betão armado; Vigas contínuas; Varões de GFRP; Análise paramétrica; Modelação; Engenharia Civil; .; Centro de Ciências Exatas e de Engenharia

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APA (6th Edition):

Laranja, G. J. d. S. (2010). Modelação e estudo paramétrico do comportamento de vigas de betão armado com Varões de GFRP. (Thesis). Universidade da Madeira. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:digituma.uma.pt:10400.13/542

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):

Laranja, Gilberto José da Silva. “Modelação e estudo paramétrico do comportamento de vigas de betão armado com Varões de GFRP.” 2010. Thesis, Universidade da Madeira. Accessed October 23, 2019. https://www.rcaap.pt/detail.jsp?id=oai:digituma.uma.pt:10400.13/542.

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

MLA Handbook (7th Edition):

Laranja, Gilberto José da Silva. “Modelação e estudo paramétrico do comportamento de vigas de betão armado com Varões de GFRP.” 2010. Web. 23 Oct 2019.

Vancouver:

Laranja GJdS. Modelação e estudo paramétrico do comportamento de vigas de betão armado com Varões de GFRP. [Internet] [Thesis]. Universidade da Madeira; 2010. [cited 2019 Oct 23]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:digituma.uma.pt:10400.13/542.

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

Council of Science Editors:

Laranja GJdS. Modelação e estudo paramétrico do comportamento de vigas de betão armado com Varões de GFRP. [Thesis]. Universidade da Madeira; 2010. Available from: https://www.rcaap.pt/detail.jsp?id=oai:digituma.uma.pt:10400.13/542

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

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

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

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

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

…3 Figure 2-1: Comparison between GFRP bars with different surface types: (a)… …Comparison of stress-strain curves for typical values of mild steel and GFRP reinforcement under… …9 Figure 2-3: Schematic diagram of the three stages GFRP of creep deformation… …12 Figure 2-4: Left: Typical change in GFRP strain at maximum load under cyclic loading… …Right top: Photo of ‘Beam hinge’ test set-up; GFRP specimen embedded in concrete. Right bottom… 

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APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Worner, Victoria Jane. “Use of Glass Fibre Reinforced Polymer (GFRP) reinforcing bars for concrete bridge decks.” 2015. Thesis, University of Canterbury. Accessed October 23, 2019. http://hdl.handle.net/10092/10724.

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

MLA Handbook (7th Edition):

Worner, Victoria Jane. “Use of Glass Fibre Reinforced Polymer (GFRP) reinforcing bars for concrete bridge decks.” 2015. Web. 23 Oct 2019.

Vancouver:

Worner VJ. Use of Glass Fibre Reinforced Polymer (GFRP) reinforcing bars for concrete bridge decks. [Internet] [Thesis]. University of Canterbury; 2015. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10092/10724.

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

Council of Science Editors:

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

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


Louisiana State University

78. Ulger, Tuna. Strengthening Shear Deficient Thin-Walled Steel Beams by Bonding Pultruded GFRP Sections.

Degree: PhD, Civil and Environmental Engineering, 2016, Louisiana State University

 Rehabilitation and retrofitting methods offer economical and feasible alternatives for upgrading aged and deficient structures. Structural strengthening using Fiber Reinforced Polymer (FRP) composites have been… (more)

Subjects/Keywords: single-leg bending; digital image correlation; mixed-mode fracture; debonding; strengthening; GFRP; composite; buckling; shear failure; steel structures

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APA (6th Edition):

Ulger, T. (2016). Strengthening Shear Deficient Thin-Walled Steel Beams by Bonding Pultruded GFRP Sections. (Doctoral Dissertation). Louisiana State University. Retrieved from etd-06292016-100109 ; https://digitalcommons.lsu.edu/gradschool_dissertations/3208

Chicago Manual of Style (16th Edition):

Ulger, Tuna. “Strengthening Shear Deficient Thin-Walled Steel Beams by Bonding Pultruded GFRP Sections.” 2016. Doctoral Dissertation, Louisiana State University. Accessed October 23, 2019. etd-06292016-100109 ; https://digitalcommons.lsu.edu/gradschool_dissertations/3208.

MLA Handbook (7th Edition):

Ulger, Tuna. “Strengthening Shear Deficient Thin-Walled Steel Beams by Bonding Pultruded GFRP Sections.” 2016. Web. 23 Oct 2019.

Vancouver:

Ulger T. Strengthening Shear Deficient Thin-Walled Steel Beams by Bonding Pultruded GFRP Sections. [Internet] [Doctoral dissertation]. Louisiana State University; 2016. [cited 2019 Oct 23]. Available from: etd-06292016-100109 ; https://digitalcommons.lsu.edu/gradschool_dissertations/3208.

Council of Science Editors:

Ulger T. Strengthening Shear Deficient Thin-Walled Steel Beams by Bonding Pultruded GFRP Sections. [Doctoral Dissertation]. Louisiana State University; 2016. Available from: etd-06292016-100109 ; https://digitalcommons.lsu.edu/gradschool_dissertations/3208

79. Kamal, Abu. Towards a better understanding of the mechanisms controlling the durability of FRP composites in concrete.

Degree: 2011, University of Saskatchewan

 Wide adoption by the construction industry of Fibre Reinforced Polymer (FRP) rebars - a relatively recent construction material that offers numerous advantages of corrosion resistance,… (more)

Subjects/Keywords: GFRP; durability; deterioration; fibre-matrix interphase; sizing

…38 3.2. GFRP rebars used for this study… …38 3.3. GFRP rebars in accelerated ageing conditions (Phase 1)… …41 Method of detecting alkali ions in GFRP rebars… …57 Interphasial effects on the properties of GFRP composites (Phase 2)… …59 3.4.1. 3.4.2. Why GFRP custom plane sheets in place of GFRP rebars… 

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APA (6th Edition):

Kamal, A. (2011). Towards a better understanding of the mechanisms controlling the durability of FRP composites in concrete. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2011-09-179

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):

Kamal, Abu. “Towards a better understanding of the mechanisms controlling the durability of FRP composites in concrete.” 2011. Thesis, University of Saskatchewan. Accessed October 23, 2019. http://hdl.handle.net/10388/ETD-2011-09-179.

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

MLA Handbook (7th Edition):

Kamal, Abu. “Towards a better understanding of the mechanisms controlling the durability of FRP composites in concrete.” 2011. Web. 23 Oct 2019.

Vancouver:

Kamal A. Towards a better understanding of the mechanisms controlling the durability of FRP composites in concrete. [Internet] [Thesis]. University of Saskatchewan; 2011. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10388/ETD-2011-09-179.

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

Council of Science Editors:

Kamal A. Towards a better understanding of the mechanisms controlling the durability of FRP composites in concrete. [Thesis]. University of Saskatchewan; 2011. Available from: http://hdl.handle.net/10388/ETD-2011-09-179

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


University of Manchester

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

Degree: 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: Un-heated column; Post-heated columns; GFRP; CFRP; Axial compressive strength; Shear strength; Lateral strength; Seismic shear performance; Ductility; Energy dissipation

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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 http://www.manchester.ac.uk/escholar/uk-ac-man-scw:101698

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 23, 2019. http://www.manchester.ac.uk/escholar/uk-ac-man-scw:101698.

MLA Handbook (7th Edition):

Yaqub, Muhammad. “Axial compressive and seismic shear performance of post-heated columns repaired with composite materials.” 2010. Web. 23 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 23]. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:101698.

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: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:101698


Université de Sherbrooke

81. Mohamed, Nayera Ahmed Abdel-Raheem. Strength and drift capacity of GFRP-reinforced concrete shear walls .

Degree: 2013, Université de Sherbrooke

 With the rise in constructing using FRP reinforcement, owing to corrosion problems in steel-reinforced structures, there is a need for a system to resist lateral… (more)

Subjects/Keywords: Ductility index; Drift capacity; Design; Finite element; Energy dissipation; Deformation; Shear walls; Hysteretic behavior; Cyclic loads; Concrete, GFRP bars

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APA (6th Edition):

Mohamed, N. A. A. (2013). Strength and drift capacity of GFRP-reinforced concrete shear walls . (Doctoral Dissertation). Université de Sherbrooke. Retrieved from http://hdl.handle.net/11143/6136

Chicago Manual of Style (16th Edition):

Mohamed, Nayera Ahmed Abdel-Raheem. “Strength and drift capacity of GFRP-reinforced concrete shear walls .” 2013. Doctoral Dissertation, Université de Sherbrooke. Accessed October 23, 2019. http://hdl.handle.net/11143/6136.

MLA Handbook (7th Edition):

Mohamed, Nayera Ahmed Abdel-Raheem. “Strength and drift capacity of GFRP-reinforced concrete shear walls .” 2013. Web. 23 Oct 2019.

Vancouver:

Mohamed NAA. Strength and drift capacity of GFRP-reinforced concrete shear walls . [Internet] [Doctoral dissertation]. Université de Sherbrooke; 2013. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/11143/6136.

Council of Science Editors:

Mohamed NAA. Strength and drift capacity of GFRP-reinforced concrete shear walls . [Doctoral Dissertation]. Université de Sherbrooke; 2013. Available from: http://hdl.handle.net/11143/6136


Universidade Nova

82. Biscaia, Hugo Emanuel Charrinho da Costa. Comportamento e modelação da ligação GFRP/betão em elementos de betão armado expostos a ambientes agressivos.

Degree: 2012, Universidade Nova

Dissertação para a obtenção do Grau de Doutor em Engenharia Civil, na Especialidade de Estruturas pela Universidade Nova de Lisboa

O presente trabalho incide sobre… (more)

Subjects/Keywords: Betão armado; Reforço estrutural à flexão; Aderência; Fibras de vidro; Compósitos de GFRP colados exteriormente; Envelhecimento artificial

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APA (6th Edition):

Biscaia, H. E. C. d. C. (2012). Comportamento e modelação da ligação GFRP/betão em elementos de betão armado expostos a ambientes agressivos. (Thesis). Universidade Nova. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/8793

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):

Biscaia, Hugo Emanuel Charrinho da Costa. “Comportamento e modelação da ligação GFRP/betão em elementos de betão armado expostos a ambientes agressivos.” 2012. Thesis, Universidade Nova. Accessed October 23, 2019. http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/8793.

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

MLA Handbook (7th Edition):

Biscaia, Hugo Emanuel Charrinho da Costa. “Comportamento e modelação da ligação GFRP/betão em elementos de betão armado expostos a ambientes agressivos.” 2012. Web. 23 Oct 2019.

Vancouver:

Biscaia HECdC. Comportamento e modelação da ligação GFRP/betão em elementos de betão armado expostos a ambientes agressivos. [Internet] [Thesis]. Universidade Nova; 2012. [cited 2019 Oct 23]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/8793.

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

Council of Science Editors:

Biscaia HECdC. Comportamento e modelação da ligação GFRP/betão em elementos de betão armado expostos a ambientes agressivos. [Thesis]. Universidade Nova; 2012. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/8793

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


Virginia Tech

83. Jackson, Nicole Danielle. Reliability-based durability assessment of GFRP bars for reinforced concrete.

Degree: MS, Engineering Science and Mechanics, 2007, Virginia Tech

 The American Concrete Institute (ACI) has developed guidelines for the design of fiber reinforced polymer (FRP) reinforced concrete structures. Current guidelines require the application of… (more)

Subjects/Keywords: Reliability; Concrete; Monte Carlo; Glass fiber reinforced polymer (GFRP)

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

APA (6th Edition):

Jackson, N. D. (2007). Reliability-based durability assessment of GFRP bars for reinforced concrete. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35825

Chicago Manual of Style (16th Edition):

Jackson, Nicole Danielle. “Reliability-based durability assessment of GFRP bars for reinforced concrete.” 2007. Masters Thesis, Virginia Tech. Accessed October 23, 2019. http://hdl.handle.net/10919/35825.

MLA Handbook (7th Edition):

Jackson, Nicole Danielle. “Reliability-based durability assessment of GFRP bars for reinforced concrete.” 2007. Web. 23 Oct 2019.

Vancouver:

Jackson ND. Reliability-based durability assessment of GFRP bars for reinforced concrete. [Internet] [Masters thesis]. Virginia Tech; 2007. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10919/35825.

Council of Science Editors:

Jackson ND. Reliability-based durability assessment of GFRP bars for reinforced concrete. [Masters Thesis]. Virginia Tech; 2007. Available from: http://hdl.handle.net/10919/35825


Delft University of Technology

84. Papanastasis, P. Research on the combination of translucent Glass Fiber Reinforced Polymers (G.F.R.P.) and Phase Change Materials (P.C.M.), for applications in architecture:.

Degree: 2012, Delft University of Technology

 This thesis is a scouting on the possibilities of combining P.C.M.s and G.F.R.P.s into one transparent element, which could upgrade the aesthetical values of a… (more)

Subjects/Keywords: Phase Change Materials; Glass Fiber Reinforced Composites; PCM; GFRP; Translucency; Facade; Climate control; Energy Savings; Architecture

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APA (6th Edition):

Papanastasis, P. (2012). Research on the combination of translucent Glass Fiber Reinforced Polymers (G.F.R.P.) and Phase Change Materials (P.C.M.), for applications in architecture:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:84096ffe-587b-498f-bf4d-9098bf3f5d5f

Chicago Manual of Style (16th Edition):

Papanastasis, P. “Research on the combination of translucent Glass Fiber Reinforced Polymers (G.F.R.P.) and Phase Change Materials (P.C.M.), for applications in architecture:.” 2012. Masters Thesis, Delft University of Technology. Accessed October 23, 2019. http://resolver.tudelft.nl/uuid:84096ffe-587b-498f-bf4d-9098bf3f5d5f.

MLA Handbook (7th Edition):

Papanastasis, P. “Research on the combination of translucent Glass Fiber Reinforced Polymers (G.F.R.P.) and Phase Change Materials (P.C.M.), for applications in architecture:.” 2012. Web. 23 Oct 2019.

Vancouver:

Papanastasis P. Research on the combination of translucent Glass Fiber Reinforced Polymers (G.F.R.P.) and Phase Change Materials (P.C.M.), for applications in architecture:. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2019 Oct 23]. Available from: http://resolver.tudelft.nl/uuid:84096ffe-587b-498f-bf4d-9098bf3f5d5f.

Council of Science Editors:

Papanastasis P. Research on the combination of translucent Glass Fiber Reinforced Polymers (G.F.R.P.) and Phase Change Materials (P.C.M.), for applications in architecture:. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:84096ffe-587b-498f-bf4d-9098bf3f5d5f


Pontifical Catholic University of Rio de Janeiro

85. FLAVIO SOUTILHA DE SOUZA. [en] INFLUENCE OF HIGH TEMPERATURES ON THE FLEXURAL BEHAVIOR OF PULTRUDED GLASS FIBER REINFORCED POLYMER (GFRP).

Degree: 2017, Pontifical Catholic University of Rio de Janeiro

[pt] Este trabalho tem como objetivo investigar a influência de temperaturas elevadas no comportamento à flexão de compósitos poliméricos reforçados com fibra de vidro fabricados… (more)

Subjects/Keywords: [pt] FLEXAO; [en] FLEXURAL; [pt] PRFV; [en] GFRP; [pt] PERFIL PULTRUDADO; [en] PULTRUDED PROFILE; [pt] TEMPERATURA ELEVADA; [en] HIGH TEMPERATURE

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

APA (6th Edition):

SOUZA, F. S. D. (2017). [en] INFLUENCE OF HIGH TEMPERATURES ON THE FLEXURAL BEHAVIOR OF PULTRUDED GLASS FIBER REINFORCED POLYMER (GFRP). (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=31462

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):

SOUZA, FLAVIO SOUTILHA DE. “[en] INFLUENCE OF HIGH TEMPERATURES ON THE FLEXURAL BEHAVIOR OF PULTRUDED GLASS FIBER REINFORCED POLYMER (GFRP).” 2017. 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=31462.

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

MLA Handbook (7th Edition):

SOUZA, FLAVIO SOUTILHA DE. “[en] INFLUENCE OF HIGH TEMPERATURES ON THE FLEXURAL BEHAVIOR OF PULTRUDED GLASS FIBER REINFORCED POLYMER (GFRP).” 2017. Web. 23 Oct 2019.

Vancouver:

SOUZA FSD. [en] INFLUENCE OF HIGH TEMPERATURES ON THE FLEXURAL BEHAVIOR OF PULTRUDED GLASS FIBER REINFORCED POLYMER (GFRP). [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2017. [cited 2019 Oct 23]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=31462.

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

Council of Science Editors:

SOUZA FSD. [en] INFLUENCE OF HIGH TEMPERATURES ON THE FLEXURAL BEHAVIOR OF PULTRUDED GLASS FIBER REINFORCED POLYMER (GFRP). [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2017. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=31462

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


University of Houston

86. Kaya, Ali. AN EXPERIMENTAL STUDY ON REPAIR OF STEEL BRIDGE PILES USING GFRP CONCRETE-FILLED JACKET.

Degree: Civil and Environmental Engineering, Department of, 2014, University of Houston

 Many bridges and structures in the United States that are supported on steel piles exhibit inadequate strength due to increasing load demand and aging due… (more)

Subjects/Keywords: Confinement; expansive concrete; glass fiber reinforced polymer (GFRP); FRP confined concrete; buckled steel pile and repairing

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

APA (6th Edition):

Kaya, A. (2014). AN EXPERIMENTAL STUDY ON REPAIR OF STEEL BRIDGE PILES USING GFRP CONCRETE-FILLED JACKET. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/1653

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):

Kaya, Ali. “AN EXPERIMENTAL STUDY ON REPAIR OF STEEL BRIDGE PILES USING GFRP CONCRETE-FILLED JACKET.” 2014. Thesis, University of Houston. Accessed October 23, 2019. http://hdl.handle.net/10657/1653.

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

MLA Handbook (7th Edition):

Kaya, Ali. “AN EXPERIMENTAL STUDY ON REPAIR OF STEEL BRIDGE PILES USING GFRP CONCRETE-FILLED JACKET.” 2014. Web. 23 Oct 2019.

Vancouver:

Kaya A. AN EXPERIMENTAL STUDY ON REPAIR OF STEEL BRIDGE PILES USING GFRP CONCRETE-FILLED JACKET. [Internet] [Thesis]. University of Houston; 2014. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10657/1653.

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

Council of Science Editors:

Kaya A. AN EXPERIMENTAL STUDY ON REPAIR OF STEEL BRIDGE PILES USING GFRP CONCRETE-FILLED JACKET. [Thesis]. University of Houston; 2014. Available from: http://hdl.handle.net/10657/1653

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

87. Kharal, Zahra. Tension Stiffening and Cracking Behaviour of GFRP Reinforced Concrete.

Degree: 2014, University of Toronto

Glass Fibre-Reinforced Polymer (GFRP) bars offer a feasible alternative in locations where steel is not the suitable reinforcement; namely locations that are sensitive to corrosion.… (more)

Subjects/Keywords: tension stiffening; crack spacing; GFRP; concrete; 0543

…properties of steel and GFRP bars 26 Table 3-2: Nominal areas of GFRP bars 26 Table 3-3: Coupon… …Concrete 53 Table 4-6: Summary of GFRP coupon tests 56 Table 4-7: Summary of steel coupon… …Test Series C specimens 121 Table 5-1: Concrete shrinkage strains for GFRP Bar A specimens… …149 Table 5-2: Concrete shrinkage strains for GFRP Bar B specimens 155 Table 5-3… …Concrete shrinkage strains for GFRP Bar C specimens 163 Table 5-4: Summary of steel coupon… 

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

APA (6th Edition):

Kharal, Z. (2014). Tension Stiffening and Cracking Behaviour of GFRP Reinforced Concrete. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/65566

Chicago Manual of Style (16th Edition):

Kharal, Zahra. “Tension Stiffening and Cracking Behaviour of GFRP Reinforced Concrete.” 2014. Masters Thesis, University of Toronto. Accessed October 23, 2019. http://hdl.handle.net/1807/65566.

MLA Handbook (7th Edition):

Kharal, Zahra. “Tension Stiffening and Cracking Behaviour of GFRP Reinforced Concrete.” 2014. Web. 23 Oct 2019.

Vancouver:

Kharal Z. Tension Stiffening and Cracking Behaviour of GFRP Reinforced Concrete. [Internet] [Masters thesis]. University of Toronto; 2014. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/1807/65566.

Council of Science Editors:

Kharal Z. Tension Stiffening and Cracking Behaviour of GFRP Reinforced Concrete. [Masters Thesis]. University of Toronto; 2014. Available from: http://hdl.handle.net/1807/65566


University of Waterloo

88. Arczewska, Paulina. Practical Performance Criteria and Durability Prediction Modeling of Glass Fiber Reinforced Polymer (GFRP) Bars.

Degree: 2017, University of Waterloo

 Glass fiber reinforced polymer (GFRP) bars are becoming a reasonable alternative to steel bars in reinforced concrete members as a method to address issues of… (more)

Subjects/Keywords: GFRP Bars; Quality Assurance; Quality Control; Tensile-Flexure Strength Correlation; Durability; Long-term properties; Strength Retention

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

APA (6th Edition):

Arczewska, P. (2017). Practical Performance Criteria and Durability Prediction Modeling of Glass Fiber Reinforced Polymer (GFRP) Bars. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/11889

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):

Arczewska, Paulina. “Practical Performance Criteria and Durability Prediction Modeling of Glass Fiber Reinforced Polymer (GFRP) Bars.” 2017. Thesis, University of Waterloo. Accessed October 23, 2019. http://hdl.handle.net/10012/11889.

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

MLA Handbook (7th Edition):

Arczewska, Paulina. “Practical Performance Criteria and Durability Prediction Modeling of Glass Fiber Reinforced Polymer (GFRP) Bars.” 2017. Web. 23 Oct 2019.

Vancouver:

Arczewska P. Practical Performance Criteria and Durability Prediction Modeling of Glass Fiber Reinforced Polymer (GFRP) Bars. [Internet] [Thesis]. University of Waterloo; 2017. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10012/11889.

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

Council of Science Editors:

Arczewska P. Practical Performance Criteria and Durability Prediction Modeling of Glass Fiber Reinforced Polymer (GFRP) Bars. [Thesis]. University of Waterloo; 2017. Available from: http://hdl.handle.net/10012/11889

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


University of New South Wales

89. Thabet, Ahmed. Investigation of Shear Key Methodology for Improving Structural Performance of Foam-core Sandwich Panel.

Degree: Engineering & Information Technology, 2014, University of New South Wales

 The requirement for lightweight structures with high stiffness has seen the use of composite sandwich panels in many engineering applications. In recent years, foam cores… (more)

Subjects/Keywords: PVC Foam; Composite Sandwich Panel; GFRP; PU Foam; Shear Keys; Shear Strength; Flexural Strength; Finite Element Analysis; Fibre Modelling

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

APA (6th Edition):

Thabet, A. (2014). Investigation of Shear Key Methodology for Improving Structural Performance of Foam-core Sandwich Panel. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/53747 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12442/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Thabet, Ahmed. “Investigation of Shear Key Methodology for Improving Structural Performance of Foam-core Sandwich Panel.” 2014. Doctoral Dissertation, University of New South Wales. Accessed October 23, 2019. http://handle.unsw.edu.au/1959.4/53747 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12442/SOURCE02?view=true.

MLA Handbook (7th Edition):

Thabet, Ahmed. “Investigation of Shear Key Methodology for Improving Structural Performance of Foam-core Sandwich Panel.” 2014. Web. 23 Oct 2019.

Vancouver:

Thabet A. Investigation of Shear Key Methodology for Improving Structural Performance of Foam-core Sandwich Panel. [Internet] [Doctoral dissertation]. University of New South Wales; 2014. [cited 2019 Oct 23]. Available from: http://handle.unsw.edu.au/1959.4/53747 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12442/SOURCE02?view=true.

Council of Science Editors:

Thabet A. Investigation of Shear Key Methodology for Improving Structural Performance of Foam-core Sandwich Panel. [Doctoral Dissertation]. University of New South Wales; 2014. Available from: http://handle.unsw.edu.au/1959.4/53747 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12442/SOURCE02?view=true

90. Taylor, Elliott. Two-Way Behavior and Fatigue Performance of 3-D GFRP Sandwich Panels.

Degree: MS, Civil Engineering, 2009, North Carolina State University

 This research presents the two-way bending and fatigue behavior of an innovative 3-D glass fiber reinforced polymer (GFRP) pultruded sandwich panel. The panels consist of… (more)

Subjects/Keywords: Sandwich; Panel; Two-Way; Fatigue; GFRP

…9 2.4 Proposed GFRP Sandwich Panels… …25 4 Two-Way Behavior of 3-D GFRP Sandwich Panels… …56 4.5 Two-Way Behavior of the 3-D GFRP Sandwich Panels… …58 5 Fatigue Performance of 3-D GFRP Sandwich Panels… …18 Figure 2.8 Typical failure modes of GFRP Sandwich Beams… 

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

APA (6th Edition):

Taylor, E. (2009). Two-Way Behavior and Fatigue Performance of 3-D GFRP Sandwich Panels. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/1893

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):

Taylor, Elliott. “Two-Way Behavior and Fatigue Performance of 3-D GFRP Sandwich Panels.” 2009. Thesis, North Carolina State University. Accessed October 23, 2019. http://www.lib.ncsu.edu/resolver/1840.16/1893.

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

MLA Handbook (7th Edition):

Taylor, Elliott. “Two-Way Behavior and Fatigue Performance of 3-D GFRP Sandwich Panels.” 2009. Web. 23 Oct 2019.

Vancouver:

Taylor E. Two-Way Behavior and Fatigue Performance of 3-D GFRP Sandwich Panels. [Internet] [Thesis]. North Carolina State University; 2009. [cited 2019 Oct 23]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/1893.

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

Council of Science Editors:

Taylor E. Two-Way Behavior and Fatigue Performance of 3-D GFRP Sandwich Panels. [Thesis]. North Carolina State University; 2009. Available from: http://www.lib.ncsu.edu/resolver/1840.16/1893

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

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