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You searched for subject:(FRP). Showing records 1 – 30 of 420 total matches.

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Queens University

1. Lai, Yu Ching. MOMENT CONNECTIONS OF CONCRETE-FILLED FIBRE REINFORCED POLYMER TUBES TO REINFORCED CONCRETE FOOTINGS .

Degree: Civil Engineering, 2010, Queens University

 Fiber reinforced polymers (FRPs) are increasingly being accepted in structural engineering applications. One promising system involves the use of concrete-filled FRP tubes (CFFTs) as bridge… (more)

Subjects/Keywords: FRP; CFFT

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

APA (6th Edition):

Lai, Y. C. (2010). MOMENT CONNECTIONS OF CONCRETE-FILLED FIBRE REINFORCED POLYMER TUBES TO REINFORCED CONCRETE FOOTINGS . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/5408

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):

Lai, Yu Ching. “MOMENT CONNECTIONS OF CONCRETE-FILLED FIBRE REINFORCED POLYMER TUBES TO REINFORCED CONCRETE FOOTINGS .” 2010. Thesis, Queens University. Accessed April 21, 2019. http://hdl.handle.net/1974/5408.

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

MLA Handbook (7th Edition):

Lai, Yu Ching. “MOMENT CONNECTIONS OF CONCRETE-FILLED FIBRE REINFORCED POLYMER TUBES TO REINFORCED CONCRETE FOOTINGS .” 2010. Web. 21 Apr 2019.

Vancouver:

Lai YC. MOMENT CONNECTIONS OF CONCRETE-FILLED FIBRE REINFORCED POLYMER TUBES TO REINFORCED CONCRETE FOOTINGS . [Internet] [Thesis]. Queens University; 2010. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/1974/5408.

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

Council of Science Editors:

Lai YC. MOMENT CONNECTIONS OF CONCRETE-FILLED FIBRE REINFORCED POLYMER TUBES TO REINFORCED CONCRETE FOOTINGS . [Thesis]. Queens University; 2010. Available from: http://hdl.handle.net/1974/5408

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


Queens University

2. Boles, Raouf. DURABILITY STUDY ON CONCRETE BRIDGE DECKS WITH PULTRUDED FRP STAY-IN-PLACE STRUCTURAL FORMS .

Degree: Civil Engineering, 2014, Queens University

 This study consists of three phases examining the durability of concrete bridge decks with stay-in-place GFRP structural forms that completely replace the bottom reinforcing bars.… (more)

Subjects/Keywords: FRP; Durability

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APA (6th Edition):

Boles, R. (2014). DURABILITY STUDY ON CONCRETE BRIDGE DECKS WITH PULTRUDED FRP STAY-IN-PLACE STRUCTURAL FORMS . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/12339

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):

Boles, Raouf. “DURABILITY STUDY ON CONCRETE BRIDGE DECKS WITH PULTRUDED FRP STAY-IN-PLACE STRUCTURAL FORMS .” 2014. Thesis, Queens University. Accessed April 21, 2019. http://hdl.handle.net/1974/12339.

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

MLA Handbook (7th Edition):

Boles, Raouf. “DURABILITY STUDY ON CONCRETE BRIDGE DECKS WITH PULTRUDED FRP STAY-IN-PLACE STRUCTURAL FORMS .” 2014. Web. 21 Apr 2019.

Vancouver:

Boles R. DURABILITY STUDY ON CONCRETE BRIDGE DECKS WITH PULTRUDED FRP STAY-IN-PLACE STRUCTURAL FORMS . [Internet] [Thesis]. Queens University; 2014. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/1974/12339.

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

Council of Science Editors:

Boles R. DURABILITY STUDY ON CONCRETE BRIDGE DECKS WITH PULTRUDED FRP STAY-IN-PLACE STRUCTURAL FORMS . [Thesis]. Queens University; 2014. Available from: http://hdl.handle.net/1974/12339

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


Queens University

3. Chowdhury, Ershad. Behaviour of Fibre Reinforced Polymer Confined Reinforced Concrete Columns Under Fire Condition .

Degree: Civil Engineering, 2009, Queens University

 In recent years, fibre reinforced polymer (FRP) materials have demonstrated enormous potential as materials for repairing and retrofitting concrete bridges that have deteriorated from factors… (more)

Subjects/Keywords: Fire; Concrete; FRP

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APA (6th Edition):

Chowdhury, E. (2009). Behaviour of Fibre Reinforced Polymer Confined Reinforced Concrete Columns Under Fire Condition . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/5360

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):

Chowdhury, Ershad. “Behaviour of Fibre Reinforced Polymer Confined Reinforced Concrete Columns Under Fire Condition .” 2009. Thesis, Queens University. Accessed April 21, 2019. http://hdl.handle.net/1974/5360.

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

MLA Handbook (7th Edition):

Chowdhury, Ershad. “Behaviour of Fibre Reinforced Polymer Confined Reinforced Concrete Columns Under Fire Condition .” 2009. Web. 21 Apr 2019.

Vancouver:

Chowdhury E. Behaviour of Fibre Reinforced Polymer Confined Reinforced Concrete Columns Under Fire Condition . [Internet] [Thesis]. Queens University; 2009. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/1974/5360.

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

Council of Science Editors:

Chowdhury E. Behaviour of Fibre Reinforced Polymer Confined Reinforced Concrete Columns Under Fire Condition . [Thesis]. Queens University; 2009. Available from: http://hdl.handle.net/1974/5360

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


Queens University

4. Khalifa, Tarek. The Effects of Elevated Temperatures on Fibre Reinforced Polymers for Strengthening Concrete Structures .

Degree: Civil Engineering, 2011, Queens University

 Fibre reinforced polymer (FRP) materials have been a material of interest in the field of structural engineering due to their superior mechanical properties such as… (more)

Subjects/Keywords: Fire resistance; FRP

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APA (6th Edition):

Khalifa, T. (2011). The Effects of Elevated Temperatures on Fibre Reinforced Polymers for Strengthening Concrete Structures . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/6559

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):

Khalifa, Tarek. “The Effects of Elevated Temperatures on Fibre Reinforced Polymers for Strengthening Concrete Structures .” 2011. Thesis, Queens University. Accessed April 21, 2019. http://hdl.handle.net/1974/6559.

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

MLA Handbook (7th Edition):

Khalifa, Tarek. “The Effects of Elevated Temperatures on Fibre Reinforced Polymers for Strengthening Concrete Structures .” 2011. Web. 21 Apr 2019.

Vancouver:

Khalifa T. The Effects of Elevated Temperatures on Fibre Reinforced Polymers for Strengthening Concrete Structures . [Internet] [Thesis]. Queens University; 2011. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/1974/6559.

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

Council of Science Editors:

Khalifa T. The Effects of Elevated Temperatures on Fibre Reinforced Polymers for Strengthening Concrete Structures . [Thesis]. Queens University; 2011. Available from: http://hdl.handle.net/1974/6559

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

5. Ali, Ahmed Mohammed Hassan. Shear strength and behavior of circular concrete members reinforced with FRP bars and spirals = Étude du comportement et de la résistance à l’effort tranchant d'éléments circulaires en béton armé de barres longitudinales et de spirales en matériaux composites de PRF.

Degree: PhD, Génie civil, 2016, Université de Sherbrooke

 Abstract : Circular reinforced concrete (RC) members are often used in civil engineering structures, for instance, as piers and piles in bridge substructures. Also, their… (more)

Subjects/Keywords: Concrete; Circular; FRP; Shear; Hoops; a/d ratio; Carbon FRP; Glass FRP

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APA (6th Edition):

Ali, A. M. H. (2016). Shear strength and behavior of circular concrete members reinforced with FRP bars and spirals = Étude du comportement et de la résistance à l’effort tranchant d'éléments circulaires en béton armé de barres longitudinales et de spirales en matériaux composites de PRF. (Doctoral Dissertation). Université de Sherbrooke. Retrieved from http://www.collectionscanada.gc.ca/obj/thesescanada/vol2/QSHERU/TC-QSHERU-11143_8803.pdf ; http://savoirs.usherbrooke.ca/bitstream/11143/8803/1/Ali_Ahmed_PhD_2016.pdf

Chicago Manual of Style (16th Edition):

Ali, Ahmed Mohammed Hassan. “Shear strength and behavior of circular concrete members reinforced with FRP bars and spirals = Étude du comportement et de la résistance à l’effort tranchant d'éléments circulaires en béton armé de barres longitudinales et de spirales en matériaux composites de PRF.” 2016. Doctoral Dissertation, Université de Sherbrooke. Accessed April 21, 2019. http://www.collectionscanada.gc.ca/obj/thesescanada/vol2/QSHERU/TC-QSHERU-11143_8803.pdf ; http://savoirs.usherbrooke.ca/bitstream/11143/8803/1/Ali_Ahmed_PhD_2016.pdf.

MLA Handbook (7th Edition):

Ali, Ahmed Mohammed Hassan. “Shear strength and behavior of circular concrete members reinforced with FRP bars and spirals = Étude du comportement et de la résistance à l’effort tranchant d'éléments circulaires en béton armé de barres longitudinales et de spirales en matériaux composites de PRF.” 2016. Web. 21 Apr 2019.

Vancouver:

Ali AMH. Shear strength and behavior of circular concrete members reinforced with FRP bars and spirals = Étude du comportement et de la résistance à l’effort tranchant d'éléments circulaires en béton armé de barres longitudinales et de spirales en matériaux composites de PRF. [Internet] [Doctoral dissertation]. Université de Sherbrooke; 2016. [cited 2019 Apr 21]. Available from: http://www.collectionscanada.gc.ca/obj/thesescanada/vol2/QSHERU/TC-QSHERU-11143_8803.pdf ; http://savoirs.usherbrooke.ca/bitstream/11143/8803/1/Ali_Ahmed_PhD_2016.pdf.

Council of Science Editors:

Ali AMH. Shear strength and behavior of circular concrete members reinforced with FRP bars and spirals = Étude du comportement et de la résistance à l’effort tranchant d'éléments circulaires en béton armé de barres longitudinales et de spirales en matériaux composites de PRF. [Doctoral Dissertation]. Université de Sherbrooke; 2016. Available from: http://www.collectionscanada.gc.ca/obj/thesescanada/vol2/QSHERU/TC-QSHERU-11143_8803.pdf ; http://savoirs.usherbrooke.ca/bitstream/11143/8803/1/Ali_Ahmed_PhD_2016.pdf


Université de Sherbrooke

6. Ali, Ahmed Mohammed Hassan. Shear strength and behavior of circular concrete members reinforced with FRP bars and spirals .

Degree: 2016, Université de Sherbrooke

 Abstract : Circular reinforced concrete (RC) members are often used in civil engineering structures, for instance, as piers and piles in bridge substructures. Also, their… (more)

Subjects/Keywords: Concrete; Circular; FRP; Shear; Hoops; a/d ratio; Carbon FRP; Glass FRP

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ali, A. M. H. (2016). Shear strength and behavior of circular concrete members reinforced with FRP bars and spirals . (Doctoral Dissertation). Université de Sherbrooke. Retrieved from http://hdl.handle.net/11143/8803

Chicago Manual of Style (16th Edition):

Ali, Ahmed Mohammed Hassan. “Shear strength and behavior of circular concrete members reinforced with FRP bars and spirals .” 2016. Doctoral Dissertation, Université de Sherbrooke. Accessed April 21, 2019. http://hdl.handle.net/11143/8803.

MLA Handbook (7th Edition):

Ali, Ahmed Mohammed Hassan. “Shear strength and behavior of circular concrete members reinforced with FRP bars and spirals .” 2016. Web. 21 Apr 2019.

Vancouver:

Ali AMH. Shear strength and behavior of circular concrete members reinforced with FRP bars and spirals . [Internet] [Doctoral dissertation]. Université de Sherbrooke; 2016. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/11143/8803.

Council of Science Editors:

Ali AMH. Shear strength and behavior of circular concrete members reinforced with FRP bars and spirals . [Doctoral Dissertation]. Université de Sherbrooke; 2016. Available from: http://hdl.handle.net/11143/8803

7. Lim, Richard. STRUCTURAL MONITORING OF A 10M FIBRE REINFORCED POLYMER BRIDGE SUBJECTED TO SEVERE DAMAGE.

Degree: MASc (Master of Applied Science/Ma??trise ??s sciences appliqu??es), Civil Engineering/G??nie civil, 2016, Royal Military College of Canada

Structural Health Monitoring (SHM) is a field of growing importance in Civil Engineering and its use has grown significantly during the past decade. The ability… (more)

Subjects/Keywords: Structural Monitoring; FRP; Bridge; SHM

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

APA (6th Edition):

Lim, R. (2016). STRUCTURAL MONITORING OF A 10M FIBRE REINFORCED POLYMER BRIDGE SUBJECTED TO SEVERE DAMAGE. (Masters Thesis). Royal Military College of Canada. Retrieved from http://hdl.handle.net/11264/902

Chicago Manual of Style (16th Edition):

Lim, Richard. “STRUCTURAL MONITORING OF A 10M FIBRE REINFORCED POLYMER BRIDGE SUBJECTED TO SEVERE DAMAGE.” 2016. Masters Thesis, Royal Military College of Canada. Accessed April 21, 2019. http://hdl.handle.net/11264/902.

MLA Handbook (7th Edition):

Lim, Richard. “STRUCTURAL MONITORING OF A 10M FIBRE REINFORCED POLYMER BRIDGE SUBJECTED TO SEVERE DAMAGE.” 2016. Web. 21 Apr 2019.

Vancouver:

Lim R. STRUCTURAL MONITORING OF A 10M FIBRE REINFORCED POLYMER BRIDGE SUBJECTED TO SEVERE DAMAGE. [Internet] [Masters thesis]. Royal Military College of Canada; 2016. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/11264/902.

Council of Science Editors:

Lim R. STRUCTURAL MONITORING OF A 10M FIBRE REINFORCED POLYMER BRIDGE SUBJECTED TO SEVERE DAMAGE. [Masters Thesis]. Royal Military College of Canada; 2016. Available from: http://hdl.handle.net/11264/902


University of Akron

8. Adhikari, Sudeep. Mechanical Properties and Flexural Applications of Basalt Fiber Reinforced Polymer (BFRP) Bars.

Degree: MSin Engineering, Civil Engineering, 2009, University of Akron

  The Fiber Reinforced polymer (FRP) composites have always found its extensive application in defense and aerospace industries since the period of its inception.Nowadays they… (more)

Subjects/Keywords: Civil Engineering; Basalt FRP Bar

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APA (6th Edition):

Adhikari, S. (2009). Mechanical Properties and Flexural Applications of Basalt Fiber Reinforced Polymer (BFRP) Bars. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1259635900

Chicago Manual of Style (16th Edition):

Adhikari, Sudeep. “Mechanical Properties and Flexural Applications of Basalt Fiber Reinforced Polymer (BFRP) Bars.” 2009. Masters Thesis, University of Akron. Accessed April 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1259635900.

MLA Handbook (7th Edition):

Adhikari, Sudeep. “Mechanical Properties and Flexural Applications of Basalt Fiber Reinforced Polymer (BFRP) Bars.” 2009. Web. 21 Apr 2019.

Vancouver:

Adhikari S. Mechanical Properties and Flexural Applications of Basalt Fiber Reinforced Polymer (BFRP) Bars. [Internet] [Masters thesis]. University of Akron; 2009. [cited 2019 Apr 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1259635900.

Council of Science Editors:

Adhikari S. Mechanical Properties and Flexural Applications of Basalt Fiber Reinforced Polymer (BFRP) Bars. [Masters Thesis]. University of Akron; 2009. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1259635900


University of Toledo

9. Brighton, David Andrew. Finite Element Analysis of an Intentionally Damaged Prestressed Reinforced Concrete Beam Repaired with Carbon Fiber Reinforced Polymers.

Degree: MSin Civil Engineering, Civil Engineering, 2011, University of Toledo

 Many of the existing bridges are in need of repair and strengthening due to various reasons including design flaws, fatigue and deterioration of steel reinforcement,… (more)

Subjects/Keywords: Civil Engineering; FRP; retrofit; FEM

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

APA (6th Edition):

Brighton, D. A. (2011). Finite Element Analysis of an Intentionally Damaged Prestressed Reinforced Concrete Beam Repaired with Carbon Fiber Reinforced Polymers. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1305226417

Chicago Manual of Style (16th Edition):

Brighton, David Andrew. “Finite Element Analysis of an Intentionally Damaged Prestressed Reinforced Concrete Beam Repaired with Carbon Fiber Reinforced Polymers.” 2011. Masters Thesis, University of Toledo. Accessed April 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1305226417.

MLA Handbook (7th Edition):

Brighton, David Andrew. “Finite Element Analysis of an Intentionally Damaged Prestressed Reinforced Concrete Beam Repaired with Carbon Fiber Reinforced Polymers.” 2011. Web. 21 Apr 2019.

Vancouver:

Brighton DA. Finite Element Analysis of an Intentionally Damaged Prestressed Reinforced Concrete Beam Repaired with Carbon Fiber Reinforced Polymers. [Internet] [Masters thesis]. University of Toledo; 2011. [cited 2019 Apr 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1305226417.

Council of Science Editors:

Brighton DA. Finite Element Analysis of an Intentionally Damaged Prestressed Reinforced Concrete Beam Repaired with Carbon Fiber Reinforced Polymers. [Masters Thesis]. University of Toledo; 2011. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1305226417


Queens University

10. Qasrawi, Yazan. Flexural behaviour of spun-cast concrete-filled fibre reinforced polymer tubes for pole applications .

Degree: Civil Engineering, 2007, Queens University

 In this study, the feasibility of utilizing the spin casting technique with structural Fibre-Reinforced Polymer (FRP) tubes and eliminating steel reinforcement is explored for the… (more)

Subjects/Keywords: FRP; flexure

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

APA (6th Edition):

Qasrawi, Y. (2007). Flexural behaviour of spun-cast concrete-filled fibre reinforced polymer tubes for pole applications . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/431

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):

Qasrawi, Yazan. “Flexural behaviour of spun-cast concrete-filled fibre reinforced polymer tubes for pole applications .” 2007. Thesis, Queens University. Accessed April 21, 2019. http://hdl.handle.net/1974/431.

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

MLA Handbook (7th Edition):

Qasrawi, Yazan. “Flexural behaviour of spun-cast concrete-filled fibre reinforced polymer tubes for pole applications .” 2007. Web. 21 Apr 2019.

Vancouver:

Qasrawi Y. Flexural behaviour of spun-cast concrete-filled fibre reinforced polymer tubes for pole applications . [Internet] [Thesis]. Queens University; 2007. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/1974/431.

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

Council of Science Editors:

Qasrawi Y. Flexural behaviour of spun-cast concrete-filled fibre reinforced polymer tubes for pole applications . [Thesis]. Queens University; 2007. Available from: http://hdl.handle.net/1974/431

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


Queens University

11. Qasrawi, Yazan. THE DYNAMIC RESPONSE OF CONCRETE FILLED FRP TUBES SUBJECTED TO BLAST AND IMPACT LOADING .

Degree: Civil Engineering, 2014, Queens University

 Blasts and impacts are two of the severest loads a structure can experience. Blast experimenters, however, have observed that the load imparted to a circular… (more)

Subjects/Keywords: Concrete; FRP; Impact; CFFT; Blast

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APA (6th Edition):

Qasrawi, Y. (2014). THE DYNAMIC RESPONSE OF CONCRETE FILLED FRP TUBES SUBJECTED TO BLAST AND IMPACT LOADING . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/8588

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):

Qasrawi, Yazan. “THE DYNAMIC RESPONSE OF CONCRETE FILLED FRP TUBES SUBJECTED TO BLAST AND IMPACT LOADING .” 2014. Thesis, Queens University. Accessed April 21, 2019. http://hdl.handle.net/1974/8588.

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

MLA Handbook (7th Edition):

Qasrawi, Yazan. “THE DYNAMIC RESPONSE OF CONCRETE FILLED FRP TUBES SUBJECTED TO BLAST AND IMPACT LOADING .” 2014. Web. 21 Apr 2019.

Vancouver:

Qasrawi Y. THE DYNAMIC RESPONSE OF CONCRETE FILLED FRP TUBES SUBJECTED TO BLAST AND IMPACT LOADING . [Internet] [Thesis]. Queens University; 2014. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/1974/8588.

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

Council of Science Editors:

Qasrawi Y. THE DYNAMIC RESPONSE OF CONCRETE FILLED FRP TUBES SUBJECTED TO BLAST AND IMPACT LOADING . [Thesis]. Queens University; 2014. Available from: http://hdl.handle.net/1974/8588

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


Queens University

12. Hollingshead, Kevin. THE EFFECTS OF FIRE ON INSULATED REINFORCED CONCRETE MEMBERS STRENGTHENED WITH FIBRE REINFORCED POLYMERS .

Degree: Civil Engineering, 2012, Queens University

 Given the current global crisis of deteriorating infrastructure, structural rehabilitation has been the focus of much recent research in the field of civil engineering. Consequently,… (more)

Subjects/Keywords: FRP; Reinforced Concrete; Fire

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APA (6th Edition):

Hollingshead, K. (2012). THE EFFECTS OF FIRE ON INSULATED REINFORCED CONCRETE MEMBERS STRENGTHENED WITH FIBRE REINFORCED POLYMERS . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/7238

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):

Hollingshead, Kevin. “THE EFFECTS OF FIRE ON INSULATED REINFORCED CONCRETE MEMBERS STRENGTHENED WITH FIBRE REINFORCED POLYMERS .” 2012. Thesis, Queens University. Accessed April 21, 2019. http://hdl.handle.net/1974/7238.

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

MLA Handbook (7th Edition):

Hollingshead, Kevin. “THE EFFECTS OF FIRE ON INSULATED REINFORCED CONCRETE MEMBERS STRENGTHENED WITH FIBRE REINFORCED POLYMERS .” 2012. Web. 21 Apr 2019.

Vancouver:

Hollingshead K. THE EFFECTS OF FIRE ON INSULATED REINFORCED CONCRETE MEMBERS STRENGTHENED WITH FIBRE REINFORCED POLYMERS . [Internet] [Thesis]. Queens University; 2012. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/1974/7238.

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

Council of Science Editors:

Hollingshead K. THE EFFECTS OF FIRE ON INSULATED REINFORCED CONCRETE MEMBERS STRENGTHENED WITH FIBRE REINFORCED POLYMERS . [Thesis]. Queens University; 2012. Available from: http://hdl.handle.net/1974/7238

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


Queens University

13. Eedson, Robert. The Effects of Elevated Temperatures on Fibre Reinforced Polymers for Strengthening Concrete Structures .

Degree: Civil Engineering, 2013, Queens University

 The use of fibre reinforced polymer (FRP) composites for strengthening reinforced concrete structures has become increasingly popular in recent years. However, before FRPs can be… (more)

Subjects/Keywords: Tyfo; structural; Fire; engineering; FRP

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APA (6th Edition):

Eedson, R. (2013). The Effects of Elevated Temperatures on Fibre Reinforced Polymers for Strengthening Concrete Structures . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/8009

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):

Eedson, Robert. “The Effects of Elevated Temperatures on Fibre Reinforced Polymers for Strengthening Concrete Structures .” 2013. Thesis, Queens University. Accessed April 21, 2019. http://hdl.handle.net/1974/8009.

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

MLA Handbook (7th Edition):

Eedson, Robert. “The Effects of Elevated Temperatures on Fibre Reinforced Polymers for Strengthening Concrete Structures .” 2013. Web. 21 Apr 2019.

Vancouver:

Eedson R. The Effects of Elevated Temperatures on Fibre Reinforced Polymers for Strengthening Concrete Structures . [Internet] [Thesis]. Queens University; 2013. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/1974/8009.

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

Council of Science Editors:

Eedson R. The Effects of Elevated Temperatures on Fibre Reinforced Polymers for Strengthening Concrete Structures . [Thesis]. Queens University; 2013. Available from: http://hdl.handle.net/1974/8009

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


University of Manitoba

14. Nabipaylashgari, Mirpayam. Shear Strength of Concrete Beams Prestressed with CFRP Cables.

Degree: Civil Engineering, 2012, University of Manitoba

 This thesis investigates the shear capacity of concrete T-beams prestressed with CFRP cables (CFCC) and contributes to the scarce research available for shear behavior of… (more)

Subjects/Keywords: Shear; FRP Prestressed Concrete

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APA (6th Edition):

Nabipaylashgari, M. (2012). Shear Strength of Concrete Beams Prestressed with CFRP Cables. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/8902

Chicago Manual of Style (16th Edition):

Nabipaylashgari, Mirpayam. “Shear Strength of Concrete Beams Prestressed with CFRP Cables.” 2012. Masters Thesis, University of Manitoba. Accessed April 21, 2019. http://hdl.handle.net/1993/8902.

MLA Handbook (7th Edition):

Nabipaylashgari, Mirpayam. “Shear Strength of Concrete Beams Prestressed with CFRP Cables.” 2012. Web. 21 Apr 2019.

Vancouver:

Nabipaylashgari M. Shear Strength of Concrete Beams Prestressed with CFRP Cables. [Internet] [Masters thesis]. University of Manitoba; 2012. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/1993/8902.

Council of Science Editors:

Nabipaylashgari M. Shear Strength of Concrete Beams Prestressed with CFRP Cables. [Masters Thesis]. University of Manitoba; 2012. Available from: http://hdl.handle.net/1993/8902


University of Edinburgh

15. Kiari, Mohamed Ahmed Abubaker. Novel closed-loop FRP reinforcement for concrete to enhance fire performance.

Degree: PhD, 2017, University of Edinburgh

 The use of fibre-reinforced polymer (FRP) as an internal reinforcement for concrete has many advantages over steel, most notably lack of corrosion which is considered… (more)

Subjects/Keywords: FRP; concrete; fire; CFRP; reinforcement

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APA (6th Edition):

Kiari, M. A. A. (2017). Novel closed-loop FRP reinforcement for concrete to enhance fire performance. (Doctoral Dissertation). University of Edinburgh. Retrieved from http://hdl.handle.net/1842/28871

Chicago Manual of Style (16th Edition):

Kiari, Mohamed Ahmed Abubaker. “Novel closed-loop FRP reinforcement for concrete to enhance fire performance.” 2017. Doctoral Dissertation, University of Edinburgh. Accessed April 21, 2019. http://hdl.handle.net/1842/28871.

MLA Handbook (7th Edition):

Kiari, Mohamed Ahmed Abubaker. “Novel closed-loop FRP reinforcement for concrete to enhance fire performance.” 2017. Web. 21 Apr 2019.

Vancouver:

Kiari MAA. Novel closed-loop FRP reinforcement for concrete to enhance fire performance. [Internet] [Doctoral dissertation]. University of Edinburgh; 2017. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/1842/28871.

Council of Science Editors:

Kiari MAA. Novel closed-loop FRP reinforcement for concrete to enhance fire performance. [Doctoral Dissertation]. University of Edinburgh; 2017. Available from: http://hdl.handle.net/1842/28871


Delft University of Technology

16. Snel, T.W. Composite shallow foundation for subsea structures:.

Degree: 2016, Delft University of Technology

 An ventilated composite shallow foundation for subsea structures is designed. The ventilated grating configuration improves operability of the installation through the splash zone. By penetrating… (more)

Subjects/Keywords: composite; frp; grating; subsea

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APA (6th Edition):

Snel, T. W. (2016). Composite shallow foundation for subsea structures:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:5dd37abc-86e6-47bd-bf93-40ef119f0f3d

Chicago Manual of Style (16th Edition):

Snel, T W. “Composite shallow foundation for subsea structures:.” 2016. Masters Thesis, Delft University of Technology. Accessed April 21, 2019. http://resolver.tudelft.nl/uuid:5dd37abc-86e6-47bd-bf93-40ef119f0f3d.

MLA Handbook (7th Edition):

Snel, T W. “Composite shallow foundation for subsea structures:.” 2016. Web. 21 Apr 2019.

Vancouver:

Snel TW. Composite shallow foundation for subsea structures:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Apr 21]. Available from: http://resolver.tudelft.nl/uuid:5dd37abc-86e6-47bd-bf93-40ef119f0f3d.

Council of Science Editors:

Snel TW. Composite shallow foundation for subsea structures:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:5dd37abc-86e6-47bd-bf93-40ef119f0f3d


Delft University of Technology

17. Perez Gomez, I.C. Dynamic Behaviour of Large Hydraulic Structures in FRP:.

Degree: 2014, Delft University of Technology

 The demand for the reduction of maintenance of structures especially those in marine environments is increasing and more is asked of structures in terms of… (more)

Subjects/Keywords: FRP; Composite; Hydraulic Structures; Dynamics

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APA (6th Edition):

Perez Gomez, I. C. (2014). Dynamic Behaviour of Large Hydraulic Structures in FRP:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:5b46c197-d2fd-4a99-9493-962c5a6ed3cf

Chicago Manual of Style (16th Edition):

Perez Gomez, I C. “Dynamic Behaviour of Large Hydraulic Structures in FRP:.” 2014. Masters Thesis, Delft University of Technology. Accessed April 21, 2019. http://resolver.tudelft.nl/uuid:5b46c197-d2fd-4a99-9493-962c5a6ed3cf.

MLA Handbook (7th Edition):

Perez Gomez, I C. “Dynamic Behaviour of Large Hydraulic Structures in FRP:.” 2014. Web. 21 Apr 2019.

Vancouver:

Perez Gomez IC. Dynamic Behaviour of Large Hydraulic Structures in FRP:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Apr 21]. Available from: http://resolver.tudelft.nl/uuid:5b46c197-d2fd-4a99-9493-962c5a6ed3cf.

Council of Science Editors:

Perez Gomez IC. Dynamic Behaviour of Large Hydraulic Structures in FRP:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:5b46c197-d2fd-4a99-9493-962c5a6ed3cf


Texas State University – San Marcos

18. Ugartechea Garcia, Ana Daniela. Assessment of Current ACI 440.2R-08 Design Guidelines and Evaluation of Hoop Strain in FRP Confined Concrete.

Degree: MSin Technology, Industrial Technology, 2014, Texas State University – San Marcos

 Strengthening concrete structures with fiber reinforced polymers (FRP) is becoming increasingly common in construction practice. The currently available design guideline for FRP confined concrete is… (more)

Subjects/Keywords: FRP; Confined concrete; ACI

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APA (6th Edition):

Ugartechea Garcia, A. D. (2014). Assessment of Current ACI 440.2R-08 Design Guidelines and Evaluation of Hoop Strain in FRP Confined Concrete. (Masters Thesis). Texas State University – San Marcos. Retrieved from https://digital.library.txstate.edu/handle/10877/6378

Chicago Manual of Style (16th Edition):

Ugartechea Garcia, Ana Daniela. “Assessment of Current ACI 440.2R-08 Design Guidelines and Evaluation of Hoop Strain in FRP Confined Concrete.” 2014. Masters Thesis, Texas State University – San Marcos. Accessed April 21, 2019. https://digital.library.txstate.edu/handle/10877/6378.

MLA Handbook (7th Edition):

Ugartechea Garcia, Ana Daniela. “Assessment of Current ACI 440.2R-08 Design Guidelines and Evaluation of Hoop Strain in FRP Confined Concrete.” 2014. Web. 21 Apr 2019.

Vancouver:

Ugartechea Garcia AD. Assessment of Current ACI 440.2R-08 Design Guidelines and Evaluation of Hoop Strain in FRP Confined Concrete. [Internet] [Masters thesis]. Texas State University – San Marcos; 2014. [cited 2019 Apr 21]. Available from: https://digital.library.txstate.edu/handle/10877/6378.

Council of Science Editors:

Ugartechea Garcia AD. Assessment of Current ACI 440.2R-08 Design Guidelines and Evaluation of Hoop Strain in FRP Confined Concrete. [Masters Thesis]. Texas State University – San Marcos; 2014. Available from: https://digital.library.txstate.edu/handle/10877/6378


University of New Mexico

19. Genedy, Moneeb. A New CFRP-UHPC System for Strengthening Reinforced Concrete T-Beams.

Degree: Civil Engineering, 2014, University of New Mexico

 Since Fiber Reinforced Polymer (FRP) was introduced to the construction field, strengthening of reinforced concrete beams using FRP laminates became a common repair and retrofit… (more)

Subjects/Keywords: UHPC; FRP; Strengthening; RC Beams

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APA (6th Edition):

Genedy, M. (2014). A New CFRP-UHPC System for Strengthening Reinforced Concrete T-Beams. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/24250

Chicago Manual of Style (16th Edition):

Genedy, Moneeb. “A New CFRP-UHPC System for Strengthening Reinforced Concrete T-Beams.” 2014. Masters Thesis, University of New Mexico. Accessed April 21, 2019. http://hdl.handle.net/1928/24250.

MLA Handbook (7th Edition):

Genedy, Moneeb. “A New CFRP-UHPC System for Strengthening Reinforced Concrete T-Beams.” 2014. Web. 21 Apr 2019.

Vancouver:

Genedy M. A New CFRP-UHPC System for Strengthening Reinforced Concrete T-Beams. [Internet] [Masters thesis]. University of New Mexico; 2014. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/1928/24250.

Council of Science Editors:

Genedy M. A New CFRP-UHPC System for Strengthening Reinforced Concrete T-Beams. [Masters Thesis]. University of New Mexico; 2014. Available from: http://hdl.handle.net/1928/24250


Texas A&M University

20. Medina, Jose. Characteristics of AFRP Bars for Prestressing Applications.

Degree: 2012, Texas A&M University

 Aramid fiber reinforced polymer (AFRP) composite materials show promise for prestressed concrete bridge applications. However, there are still some knowledge gaps due to lack of… (more)

Subjects/Keywords: AFRP bars; Prestress Concrete FRP; FRP,Creep-Rupture; Relaxtaion; Tensile

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APA (6th Edition):

Medina, J. (2012). Characteristics of AFRP Bars for Prestressing Applications. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10442

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):

Medina, Jose. “Characteristics of AFRP Bars for Prestressing Applications.” 2012. Thesis, Texas A&M University. Accessed April 21, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10442.

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

MLA Handbook (7th Edition):

Medina, Jose. “Characteristics of AFRP Bars for Prestressing Applications.” 2012. Web. 21 Apr 2019.

Vancouver:

Medina J. Characteristics of AFRP Bars for Prestressing Applications. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10442.

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

Council of Science Editors:

Medina J. Characteristics of AFRP Bars for Prestressing Applications. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10442

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


University of Houston

21. -8523-8680. FRP-Confined Grout Systems for Underwater Rehabilitation of Corroded Steel Bridge Piles.

Degree: Civil and Environmental Engineering, Department of, 2015, University of Houston

 This dissertation presents the findings of an experimental and numerical research study that was conducted to study the behavior of corroded steel bridge piles that… (more)

Subjects/Keywords: Corroded Steel Bridge Piles; Underwater Rehabilitation; FRP Jacketing; FRP-Confined Grout

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APA (6th Edition):

-8523-8680. (2015). FRP-Confined Grout Systems for Underwater Rehabilitation of Corroded Steel Bridge Piles. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/1994

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

Chicago Manual of Style (16th Edition):

-8523-8680. “FRP-Confined Grout Systems for Underwater Rehabilitation of Corroded Steel Bridge Piles.” 2015. Thesis, University of Houston. Accessed April 21, 2019. http://hdl.handle.net/10657/1994.

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

MLA Handbook (7th Edition):

-8523-8680. “FRP-Confined Grout Systems for Underwater Rehabilitation of Corroded Steel Bridge Piles.” 2015. Web. 21 Apr 2019.

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

Vancouver:

-8523-8680. FRP-Confined Grout Systems for Underwater Rehabilitation of Corroded Steel Bridge Piles. [Internet] [Thesis]. University of Houston; 2015. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/10657/1994.

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

Council of Science Editors:

-8523-8680. FRP-Confined Grout Systems for Underwater Rehabilitation of Corroded Steel Bridge Piles. [Thesis]. University of Houston; 2015. Available from: http://hdl.handle.net/10657/1994

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


University of British Columbia

22. Talukdar, Sudip. Strengthening of timber beams using externally-bonded sprayed fibre reinforced polymers .

Degree: 2008, University of British Columbia

 The use of Fibre Reinforced Polymers (FRP) has grown in popularity in the construction industry. FRP has proven useful in the retrofit of various types… (more)

Subjects/Keywords: Timber; FRP; Retrofit; Rehabilitation; Beams; Adhesives

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APA (6th Edition):

Talukdar, S. (2008). Strengthening of timber beams using externally-bonded sprayed fibre reinforced polymers . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/920

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):

Talukdar, Sudip. “Strengthening of timber beams using externally-bonded sprayed fibre reinforced polymers .” 2008. Thesis, University of British Columbia. Accessed April 21, 2019. http://hdl.handle.net/2429/920.

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

MLA Handbook (7th Edition):

Talukdar, Sudip. “Strengthening of timber beams using externally-bonded sprayed fibre reinforced polymers .” 2008. Web. 21 Apr 2019.

Vancouver:

Talukdar S. Strengthening of timber beams using externally-bonded sprayed fibre reinforced polymers . [Internet] [Thesis]. University of British Columbia; 2008. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/2429/920.

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

Council of Science Editors:

Talukdar S. Strengthening of timber beams using externally-bonded sprayed fibre reinforced polymers . [Thesis]. University of British Columbia; 2008. Available from: http://hdl.handle.net/2429/920

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


University of Wollongong

23. Widiarsa, Ida Bagus Rai. FRP-wrapped square RC columns under eccentric loading.

Degree: PhD, 2014, University of Wollongong

  Reinforced concrete (RC) structural members like columns can experience deterioration caused by many factors such as concrete cracks, corrosion of steel reinforcement, imperfect structural… (more)

Subjects/Keywords: FRP; wrapped; square; concrete; column; eccentric

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APA (6th Edition):

Widiarsa, I. B. R. (2014). FRP-wrapped square RC columns under eccentric loading. (Doctoral Dissertation). University of Wollongong. Retrieved from ; http://ro.uow.edu.au/theses/4073

Chicago Manual of Style (16th Edition):

Widiarsa, Ida Bagus Rai. “FRP-wrapped square RC columns under eccentric loading.” 2014. Doctoral Dissertation, University of Wollongong. Accessed April 21, 2019. ; http://ro.uow.edu.au/theses/4073.

MLA Handbook (7th Edition):

Widiarsa, Ida Bagus Rai. “FRP-wrapped square RC columns under eccentric loading.” 2014. Web. 21 Apr 2019.

Vancouver:

Widiarsa IBR. FRP-wrapped square RC columns under eccentric loading. [Internet] [Doctoral dissertation]. University of Wollongong; 2014. [cited 2019 Apr 21]. Available from: ; http://ro.uow.edu.au/theses/4073.

Council of Science Editors:

Widiarsa IBR. FRP-wrapped square RC columns under eccentric loading. [Doctoral Dissertation]. University of Wollongong; 2014. Available from: ; http://ro.uow.edu.au/theses/4073


University of Alberta

24. Holden, Theresa A. Fatigue Rehabilitation of Coped Steel Beams Using Carbon Fibre Reinforced Polymers.

Degree: MS, Department of Civil and Environmental Engineering, 2012, University of Alberta

 Coped beams are susceptible to fatigue cracking in the web at the cope radius when subjected to tension in the coped region. Use of an… (more)

Subjects/Keywords: Fatigue; Steel; CFRP; Structural; FRP; Coped

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APA (6th Edition):

Holden, T. A. (2012). Fatigue Rehabilitation of Coped Steel Beams Using Carbon Fibre Reinforced Polymers. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/zc77sr43q

Chicago Manual of Style (16th Edition):

Holden, Theresa A. “Fatigue Rehabilitation of Coped Steel Beams Using Carbon Fibre Reinforced Polymers.” 2012. Masters Thesis, University of Alberta. Accessed April 21, 2019. https://era.library.ualberta.ca/files/zc77sr43q.

MLA Handbook (7th Edition):

Holden, Theresa A. “Fatigue Rehabilitation of Coped Steel Beams Using Carbon Fibre Reinforced Polymers.” 2012. Web. 21 Apr 2019.

Vancouver:

Holden TA. Fatigue Rehabilitation of Coped Steel Beams Using Carbon Fibre Reinforced Polymers. [Internet] [Masters thesis]. University of Alberta; 2012. [cited 2019 Apr 21]. Available from: https://era.library.ualberta.ca/files/zc77sr43q.

Council of Science Editors:

Holden TA. Fatigue Rehabilitation of Coped Steel Beams Using Carbon Fibre Reinforced Polymers. [Masters Thesis]. University of Alberta; 2012. Available from: https://era.library.ualberta.ca/files/zc77sr43q


Anna University

25. Antony Arul Prakash M D. The static impact and vibration behaviour of frp honeycomb core sandwich composites; -.

Degree: Mechanical Engineering, 2014, Anna University

Sandwich structured composites are a special class of composite newlinematerials which have become very popular due to their high specific strength newlineand bending stiffness Sandwich… (more)

Subjects/Keywords: frp honeycomb core; mechanical engineering; static impact

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APA (6th Edition):

D, A. A. P. M. (2014). The static impact and vibration behaviour of frp honeycomb core sandwich composites; -. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/25228

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):

D, Antony Arul Prakash M. “The static impact and vibration behaviour of frp honeycomb core sandwich composites; -.” 2014. Thesis, Anna University. Accessed April 21, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/25228.

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

MLA Handbook (7th Edition):

D, Antony Arul Prakash M. “The static impact and vibration behaviour of frp honeycomb core sandwich composites; -.” 2014. Web. 21 Apr 2019.

Vancouver:

D AAPM. The static impact and vibration behaviour of frp honeycomb core sandwich composites; -. [Internet] [Thesis]. Anna University; 2014. [cited 2019 Apr 21]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/25228.

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

Council of Science Editors:

D AAPM. The static impact and vibration behaviour of frp honeycomb core sandwich composites; -. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/25228

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


University of Technology, Sydney

26. Kim, SJ. Strengthening of RC slabs with penetrations using unanchored and anchored FRP composites.

Degree: 2009, University of Technology, Sydney

 Reinforced concrete (RC) slabs are one of the most commonly occurring structural forms. Penetrations (otherwise known as openings or cut-outs) in new as well as… (more)

Subjects/Keywords: Reinforced concrete.; Fibre reinforced polymer.; FRP.

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APA (6th Edition):

Kim, S. (2009). Strengthening of RC slabs with penetrations using unanchored and anchored FRP composites. (Thesis). University of Technology, Sydney. Retrieved from http://hdl.handle.net/10453/30188

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, SJ. “Strengthening of RC slabs with penetrations using unanchored and anchored FRP composites.” 2009. Thesis, University of Technology, Sydney. Accessed April 21, 2019. http://hdl.handle.net/10453/30188.

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

MLA Handbook (7th Edition):

Kim, SJ. “Strengthening of RC slabs with penetrations using unanchored and anchored FRP composites.” 2009. Web. 21 Apr 2019.

Vancouver:

Kim S. Strengthening of RC slabs with penetrations using unanchored and anchored FRP composites. [Internet] [Thesis]. University of Technology, Sydney; 2009. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/10453/30188.

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

Council of Science Editors:

Kim S. Strengthening of RC slabs with penetrations using unanchored and anchored FRP composites. [Thesis]. University of Technology, Sydney; 2009. Available from: http://hdl.handle.net/10453/30188

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


Queens University

27. Mitchell, Jeff. Experimental and Numerical Investigations into Optimal Partial Concrete Filling of FRP and Steel Tubular Poles .

Degree: Civil Engineering, 2008, Queens University

 Glass fibre-reinforced polymer (GFRP) tubular poles can be superior to conventional poles, in that they are lighter in weight and more durable. Thin-walled tubular poles,… (more)

Subjects/Keywords: FRP; poles; tubes

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APA (6th Edition):

Mitchell, J. (2008). Experimental and Numerical Investigations into Optimal Partial Concrete Filling of FRP and Steel Tubular Poles . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/1429

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):

Mitchell, Jeff. “Experimental and Numerical Investigations into Optimal Partial Concrete Filling of FRP and Steel Tubular Poles .” 2008. Thesis, Queens University. Accessed April 21, 2019. http://hdl.handle.net/1974/1429.

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

MLA Handbook (7th Edition):

Mitchell, Jeff. “Experimental and Numerical Investigations into Optimal Partial Concrete Filling of FRP and Steel Tubular Poles .” 2008. Web. 21 Apr 2019.

Vancouver:

Mitchell J. Experimental and Numerical Investigations into Optimal Partial Concrete Filling of FRP and Steel Tubular Poles . [Internet] [Thesis]. Queens University; 2008. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/1974/1429.

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

Council of Science Editors:

Mitchell J. Experimental and Numerical Investigations into Optimal Partial Concrete Filling of FRP and Steel Tubular Poles . [Thesis]. Queens University; 2008. Available from: http://hdl.handle.net/1974/1429

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


Queens University

28. Mitchell, Peter. FREEZE-THAW AND SUSTAINED LOAD DURABILITY OF NEAR SURFACE MOUNTED FRP STRENGTHENED CONCRETE .

Degree: Civil Engineering, 2010, Queens University

 In recent years, a modified method to strengthen reinforced concrete (RC) structures has emerged involving application of fibre reinforced polymers (FRPs) in the ‘near surface’… (more)

Subjects/Keywords: civil engineering; strengthening; nsm frp; freeze-thaw

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APA (6th Edition):

Mitchell, P. (2010). FREEZE-THAW AND SUSTAINED LOAD DURABILITY OF NEAR SURFACE MOUNTED FRP STRENGTHENED CONCRETE . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/5653

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):

Mitchell, Peter. “FREEZE-THAW AND SUSTAINED LOAD DURABILITY OF NEAR SURFACE MOUNTED FRP STRENGTHENED CONCRETE .” 2010. Thesis, Queens University. Accessed April 21, 2019. http://hdl.handle.net/1974/5653.

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

MLA Handbook (7th Edition):

Mitchell, Peter. “FREEZE-THAW AND SUSTAINED LOAD DURABILITY OF NEAR SURFACE MOUNTED FRP STRENGTHENED CONCRETE .” 2010. Web. 21 Apr 2019.

Vancouver:

Mitchell P. FREEZE-THAW AND SUSTAINED LOAD DURABILITY OF NEAR SURFACE MOUNTED FRP STRENGTHENED CONCRETE . [Internet] [Thesis]. Queens University; 2010. [cited 2019 Apr 21]. Available from: http://hdl.handle.net/1974/5653.

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

Council of Science Editors:

Mitchell P. FREEZE-THAW AND SUSTAINED LOAD DURABILITY OF NEAR SURFACE MOUNTED FRP STRENGTHENED CONCRETE . [Thesis]. Queens University; 2010. Available from: http://hdl.handle.net/1974/5653

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


Louisiana State University

29. Xia, Miao. Time-variant performance assessment and improvement of existing bridges.

Degree: PhD, Civil and Environmental Engineering, 2013, Louisiana State University

 The serviceability and safety of buildings and bridges are expected to be maintained within a reasonable safety level throughout their lifetimes. However, the increase of… (more)

Subjects/Keywords: bridges; FRP; reliability; extreme value; time-variant

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

APA (6th Edition):

Xia, M. (2013). Time-variant performance assessment and improvement of existing bridges. (Doctoral Dissertation). Louisiana State University. Retrieved from etd-04132013-022208 ; https://digitalcommons.lsu.edu/gradschool_dissertations/4018

Chicago Manual of Style (16th Edition):

Xia, Miao. “Time-variant performance assessment and improvement of existing bridges.” 2013. Doctoral Dissertation, Louisiana State University. Accessed April 21, 2019. etd-04132013-022208 ; https://digitalcommons.lsu.edu/gradschool_dissertations/4018.

MLA Handbook (7th Edition):

Xia, Miao. “Time-variant performance assessment and improvement of existing bridges.” 2013. Web. 21 Apr 2019.

Vancouver:

Xia M. Time-variant performance assessment and improvement of existing bridges. [Internet] [Doctoral dissertation]. Louisiana State University; 2013. [cited 2019 Apr 21]. Available from: etd-04132013-022208 ; https://digitalcommons.lsu.edu/gradschool_dissertations/4018.

Council of Science Editors:

Xia M. Time-variant performance assessment and improvement of existing bridges. [Doctoral Dissertation]. Louisiana State University; 2013. Available from: etd-04132013-022208 ; https://digitalcommons.lsu.edu/gradschool_dissertations/4018


Louisiana State University

30. Nair, Archana. Damage detection and identification in fiber reinforced plastic structural members and field bridges using acoustic emission technique.

Degree: PhD, Civil and Environmental Engineering, 2011, Louisiana State University

 With the increased use of fiber reinforced polymer (FRP) based structural systems for rehabilitation of existing and construction of new bridges there is a requirement… (more)

Subjects/Keywords: FRP; acoustic emission; pattern recognition; bridges

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

APA (6th Edition):

Nair, A. (2011). Damage detection and identification in fiber reinforced plastic structural members and field bridges using acoustic emission technique. (Doctoral Dissertation). Louisiana State University. Retrieved from etd-04272011-135511 ; https://digitalcommons.lsu.edu/gradschool_dissertations/3029

Chicago Manual of Style (16th Edition):

Nair, Archana. “Damage detection and identification in fiber reinforced plastic structural members and field bridges using acoustic emission technique.” 2011. Doctoral Dissertation, Louisiana State University. Accessed April 21, 2019. etd-04272011-135511 ; https://digitalcommons.lsu.edu/gradschool_dissertations/3029.

MLA Handbook (7th Edition):

Nair, Archana. “Damage detection and identification in fiber reinforced plastic structural members and field bridges using acoustic emission technique.” 2011. Web. 21 Apr 2019.

Vancouver:

Nair A. Damage detection and identification in fiber reinforced plastic structural members and field bridges using acoustic emission technique. [Internet] [Doctoral dissertation]. Louisiana State University; 2011. [cited 2019 Apr 21]. Available from: etd-04272011-135511 ; https://digitalcommons.lsu.edu/gradschool_dissertations/3029.

Council of Science Editors:

Nair A. Damage detection and identification in fiber reinforced plastic structural members and field bridges using acoustic emission technique. [Doctoral Dissertation]. Louisiana State University; 2011. Available from: etd-04272011-135511 ; https://digitalcommons.lsu.edu/gradschool_dissertations/3029

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