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Dates: 2000 – 2004

You searched for subject:(Carbon Fiber Reinforced Polymer CFRP ). Showing records 1 – 30 of 1459 total matches.

[1] [2] [3] [4] [5] … [49]

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University of Windsor

1. Abd El Aziz, Mohamad Fathy. Analysis of concrete beams prestressed and post-tensioned with carbon fiber reinforced polymer (CFRP) bars.

Degree: MA, Civil and Environmental Engineering, 2002, University of Windsor

Subjects/Keywords: ANALYSIS; BARS; BEAMS; CARBON; CFRP; CONCRETE; FIBER; POLYMER; POST; PRESTRESSED; REINFORCED; TENSIONED

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APA (6th Edition):

Abd El Aziz, M. F. (2002). Analysis of concrete beams prestressed and post-tensioned with carbon fiber reinforced polymer (CFRP) bars. (Masters Thesis). University of Windsor. Retrieved from https://scholar.uwindsor.ca/etd/6939

Chicago Manual of Style (16th Edition):

Abd El Aziz, Mohamad Fathy. “Analysis of concrete beams prestressed and post-tensioned with carbon fiber reinforced polymer (CFRP) bars.” 2002. Masters Thesis, University of Windsor. Accessed November 21, 2019. https://scholar.uwindsor.ca/etd/6939.

MLA Handbook (7th Edition):

Abd El Aziz, Mohamad Fathy. “Analysis of concrete beams prestressed and post-tensioned with carbon fiber reinforced polymer (CFRP) bars.” 2002. Web. 21 Nov 2019.

Vancouver:

Abd El Aziz MF. Analysis of concrete beams prestressed and post-tensioned with carbon fiber reinforced polymer (CFRP) bars. [Internet] [Masters thesis]. University of Windsor; 2002. [cited 2019 Nov 21]. Available from: https://scholar.uwindsor.ca/etd/6939.

Council of Science Editors:

Abd El Aziz MF. Analysis of concrete beams prestressed and post-tensioned with carbon fiber reinforced polymer (CFRP) bars. [Masters Thesis]. University of Windsor; 2002. Available from: https://scholar.uwindsor.ca/etd/6939


New Jersey Institute of Technology

2. Zhang, Zhichao. Shear strengthening of RC beams using carbon fiber reinforced polymer laminates.

Degree: PhD, Civil and Environmental Engineering, 2002, New Jersey Institute of Technology

  Shear failure is catastrophic and occurs usually without advanced warning, thus it is desirable that the beam fails in flexure rather than in shear.… (more)

Subjects/Keywords: Carbon fiber reinforced polymer; Design; Beam; Shear; Deep beam; Civil Engineering

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APA (6th Edition):

Zhang, Z. (2002). Shear strengthening of RC beams using carbon fiber reinforced polymer laminates. (Doctoral Dissertation). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/dissertations/568

Chicago Manual of Style (16th Edition):

Zhang, Zhichao. “Shear strengthening of RC beams using carbon fiber reinforced polymer laminates.” 2002. Doctoral Dissertation, New Jersey Institute of Technology. Accessed November 21, 2019. https://digitalcommons.njit.edu/dissertations/568.

MLA Handbook (7th Edition):

Zhang, Zhichao. “Shear strengthening of RC beams using carbon fiber reinforced polymer laminates.” 2002. Web. 21 Nov 2019.

Vancouver:

Zhang Z. Shear strengthening of RC beams using carbon fiber reinforced polymer laminates. [Internet] [Doctoral dissertation]. New Jersey Institute of Technology; 2002. [cited 2019 Nov 21]. Available from: https://digitalcommons.njit.edu/dissertations/568.

Council of Science Editors:

Zhang Z. Shear strengthening of RC beams using carbon fiber reinforced polymer laminates. [Doctoral Dissertation]. New Jersey Institute of Technology; 2002. Available from: https://digitalcommons.njit.edu/dissertations/568


Mississippi State University

3. Ragsdale, James Gordon. DEVELOPMENT OF AN EXPERIMENTAL APPARATUS AND METHOD FOR CHARACTERIZING THE LEAKAGE OF HELIUM GAS THROUGH COMPOSITES DUE TO CRYOGENIC OPERATION.

Degree: MS, Mechanical Engineering, 2004, Mississippi State University

Carbon fiber composite cryogenic fuel tanks are very attractive to the aerospace industry. More information is needed on micro-cracking and how different composite formulations perform… (more)

Subjects/Keywords: carbon fiber; polymer composite; microcrack; cryogenic

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APA (6th Edition):

Ragsdale, J. G. (2004). DEVELOPMENT OF AN EXPERIMENTAL APPARATUS AND METHOD FOR CHARACTERIZING THE LEAKAGE OF HELIUM GAS THROUGH COMPOSITES DUE TO CRYOGENIC OPERATION. (Masters Thesis). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-07072004-150725/ ;

Chicago Manual of Style (16th Edition):

Ragsdale, James Gordon. “DEVELOPMENT OF AN EXPERIMENTAL APPARATUS AND METHOD FOR CHARACTERIZING THE LEAKAGE OF HELIUM GAS THROUGH COMPOSITES DUE TO CRYOGENIC OPERATION.” 2004. Masters Thesis, Mississippi State University. Accessed November 21, 2019. http://sun.library.msstate.edu/ETD-db/theses/available/etd-07072004-150725/ ;.

MLA Handbook (7th Edition):

Ragsdale, James Gordon. “DEVELOPMENT OF AN EXPERIMENTAL APPARATUS AND METHOD FOR CHARACTERIZING THE LEAKAGE OF HELIUM GAS THROUGH COMPOSITES DUE TO CRYOGENIC OPERATION.” 2004. Web. 21 Nov 2019.

Vancouver:

Ragsdale JG. DEVELOPMENT OF AN EXPERIMENTAL APPARATUS AND METHOD FOR CHARACTERIZING THE LEAKAGE OF HELIUM GAS THROUGH COMPOSITES DUE TO CRYOGENIC OPERATION. [Internet] [Masters thesis]. Mississippi State University; 2004. [cited 2019 Nov 21]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-07072004-150725/ ;.

Council of Science Editors:

Ragsdale JG. DEVELOPMENT OF AN EXPERIMENTAL APPARATUS AND METHOD FOR CHARACTERIZING THE LEAKAGE OF HELIUM GAS THROUGH COMPOSITES DUE TO CRYOGENIC OPERATION. [Masters Thesis]. Mississippi State University; 2004. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-07072004-150725/ ;


University of Windsor

4. Lim, Ee Yeong. Bond strength and characteristics of carbon fibre-reinforced plastic (CFRP) bars in concrete beams.

Degree: MA, Civil and Environmental Engineering, 2000, University of Windsor

Subjects/Keywords: BARS; BEAMS; BOND; CARBON; CFRP; CHARACTERISTICS; CONCRETE; FIBRE; PLASTIC; REINFORCED; STRENGTH

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APA (6th Edition):

Lim, E. Y. (2000). Bond strength and characteristics of carbon fibre-reinforced plastic (CFRP) bars in concrete beams. (Masters Thesis). University of Windsor. Retrieved from https://scholar.uwindsor.ca/etd/6927

Chicago Manual of Style (16th Edition):

Lim, Ee Yeong. “Bond strength and characteristics of carbon fibre-reinforced plastic (CFRP) bars in concrete beams.” 2000. Masters Thesis, University of Windsor. Accessed November 21, 2019. https://scholar.uwindsor.ca/etd/6927.

MLA Handbook (7th Edition):

Lim, Ee Yeong. “Bond strength and characteristics of carbon fibre-reinforced plastic (CFRP) bars in concrete beams.” 2000. Web. 21 Nov 2019.

Vancouver:

Lim EY. Bond strength and characteristics of carbon fibre-reinforced plastic (CFRP) bars in concrete beams. [Internet] [Masters thesis]. University of Windsor; 2000. [cited 2019 Nov 21]. Available from: https://scholar.uwindsor.ca/etd/6927.

Council of Science Editors:

Lim EY. Bond strength and characteristics of carbon fibre-reinforced plastic (CFRP) bars in concrete beams. [Masters Thesis]. University of Windsor; 2000. Available from: https://scholar.uwindsor.ca/etd/6927


Louisiana State University

5. Sepeda, Gregory Patrick. Tension lap splice lengths of carbon fiber reinforced polymer bars.

Degree: MSCE, Civil and Environmental Engineering, 2002, Louisiana State University

 With recent advances in the area of fiber reinforced polymers (FRP), more effort has been spent trying to incorporate the use of FRP in design… (more)

Subjects/Keywords: fiber reinforced polymer (FRP); bond strength; splice strength

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APA (6th Edition):

Sepeda, G. P. (2002). Tension lap splice lengths of carbon fiber reinforced polymer bars. (Masters Thesis). Louisiana State University. Retrieved from etd-0827102-124236 ; https://digitalcommons.lsu.edu/gradschool_theses/2673

Chicago Manual of Style (16th Edition):

Sepeda, Gregory Patrick. “Tension lap splice lengths of carbon fiber reinforced polymer bars.” 2002. Masters Thesis, Louisiana State University. Accessed November 21, 2019. etd-0827102-124236 ; https://digitalcommons.lsu.edu/gradschool_theses/2673.

MLA Handbook (7th Edition):

Sepeda, Gregory Patrick. “Tension lap splice lengths of carbon fiber reinforced polymer bars.” 2002. Web. 21 Nov 2019.

Vancouver:

Sepeda GP. Tension lap splice lengths of carbon fiber reinforced polymer bars. [Internet] [Masters thesis]. Louisiana State University; 2002. [cited 2019 Nov 21]. Available from: etd-0827102-124236 ; https://digitalcommons.lsu.edu/gradschool_theses/2673.

Council of Science Editors:

Sepeda GP. Tension lap splice lengths of carbon fiber reinforced polymer bars. [Masters Thesis]. Louisiana State University; 2002. Available from: etd-0827102-124236 ; https://digitalcommons.lsu.edu/gradschool_theses/2673


Virginia Tech

6. Temeles, Anthony B. Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components.

Degree: MS, Civil Engineering, 2001, Virginia Tech

 Two 7" deep FRP deck panels were manufactured and tested in a controlled service environment. The deck panels were 15' by 5' in plan, and… (more)

Subjects/Keywords: pultrusion; bridge decks; fiber-reinforced polymer (FRP); fiberglass

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APA (6th Edition):

Temeles, A. B. (2001). Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/32940

Chicago Manual of Style (16th Edition):

Temeles, Anthony B. “Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components.” 2001. Masters Thesis, Virginia Tech. Accessed November 21, 2019. http://hdl.handle.net/10919/32940.

MLA Handbook (7th Edition):

Temeles, Anthony B. “Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components.” 2001. Web. 21 Nov 2019.

Vancouver:

Temeles AB. Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components. [Internet] [Masters thesis]. Virginia Tech; 2001. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/10919/32940.

Council of Science Editors:

Temeles AB. Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components. [Masters Thesis]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/32940

7. LIEW YONG SEONG. Durability of fiber reinforced polymer composites under tropical climate.

Degree: 2004, National University of Singapore

Subjects/Keywords: Durability; Fiber Reinforced Polymer; Weathering Test; Beams; Strengthening

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APA (6th Edition):

SEONG, L. Y. (2004). Durability of fiber reinforced polymer composites under tropical climate. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/13616

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):

SEONG, LIEW YONG. “Durability of fiber reinforced polymer composites under tropical climate.” 2004. Thesis, National University of Singapore. Accessed November 21, 2019. http://scholarbank.nus.edu.sg/handle/10635/13616.

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

MLA Handbook (7th Edition):

SEONG, LIEW YONG. “Durability of fiber reinforced polymer composites under tropical climate.” 2004. Web. 21 Nov 2019.

Vancouver:

SEONG LY. Durability of fiber reinforced polymer composites under tropical climate. [Internet] [Thesis]. National University of Singapore; 2004. [cited 2019 Nov 21]. Available from: http://scholarbank.nus.edu.sg/handle/10635/13616.

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

Council of Science Editors:

SEONG LY. Durability of fiber reinforced polymer composites under tropical climate. [Thesis]. National University of Singapore; 2004. Available from: http://scholarbank.nus.edu.sg/handle/10635/13616

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


Virginia Tech

8. Coleman, Jason Thomas. Continuation of Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components.

Degree: MS, Civil Engineering, 2002, Virginia Tech

 This thesis presents research completed on the experimental performance of two 6 3/4 in thick bridge deck panels fabricated by the Stongwell Corporation of Bristol,… (more)

Subjects/Keywords: bridge decks; pultrusion; fiber-reinforced polymer (FRP); fiberglass

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APA (6th Edition):

Coleman, J. T. (2002). Continuation of Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31720

Chicago Manual of Style (16th Edition):

Coleman, Jason Thomas. “Continuation of Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components.” 2002. Masters Thesis, Virginia Tech. Accessed November 21, 2019. http://hdl.handle.net/10919/31720.

MLA Handbook (7th Edition):

Coleman, Jason Thomas. “Continuation of Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components.” 2002. Web. 21 Nov 2019.

Vancouver:

Coleman JT. Continuation of Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components. [Internet] [Masters thesis]. Virginia Tech; 2002. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/10919/31720.

Council of Science Editors:

Coleman JT. Continuation of Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components. [Masters Thesis]. Virginia Tech; 2002. Available from: http://hdl.handle.net/10919/31720


Virginia Tech

9. Cawrse, Jason Kyle. Laboratory Tests of a Bridge Deck Prototype With Glass Fiber Reinforced Polymer Bars as the Top Mat of Reinforcement.

Degree: MS, Civil Engineering, 2002, Virginia Tech

 The primary objective of this project was to test a full-scale prototype of an actual bridge deck containing GFRP bars as the top mat of… (more)

Subjects/Keywords: Fiber Reinforced Polymer (FRP) bars; corrosion; reinforced concrete; bridge decks

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APA (6th Edition):

Cawrse, J. K. (2002). Laboratory Tests of a Bridge Deck Prototype With Glass Fiber Reinforced Polymer Bars as the Top Mat of Reinforcement. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35262

Chicago Manual of Style (16th Edition):

Cawrse, Jason Kyle. “Laboratory Tests of a Bridge Deck Prototype With Glass Fiber Reinforced Polymer Bars as the Top Mat of Reinforcement.” 2002. Masters Thesis, Virginia Tech. Accessed November 21, 2019. http://hdl.handle.net/10919/35262.

MLA Handbook (7th Edition):

Cawrse, Jason Kyle. “Laboratory Tests of a Bridge Deck Prototype With Glass Fiber Reinforced Polymer Bars as the Top Mat of Reinforcement.” 2002. Web. 21 Nov 2019.

Vancouver:

Cawrse JK. Laboratory Tests of a Bridge Deck Prototype With Glass Fiber Reinforced Polymer Bars as the Top Mat of Reinforcement. [Internet] [Masters thesis]. Virginia Tech; 2002. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/10919/35262.

Council of Science Editors:

Cawrse JK. Laboratory Tests of a Bridge Deck Prototype With Glass Fiber Reinforced Polymer Bars as the Top Mat of Reinforcement. [Masters Thesis]. Virginia Tech; 2002. Available from: http://hdl.handle.net/10919/35262


Virginia Tech

10. Harlan, Matthew. Field Test of a Bridge Deck with Glass Fiber Reinforced Polymer Bars as the Top Mat of Reinforcement.

Degree: MS, Civil Engineering, 2004, Virginia Tech

 The primary objective of this research project was to perform live load tests on a bridge deck with GFRP reinforcement in the field under service… (more)

Subjects/Keywords: field investigation; reinforced concrete; corrosion; bridge decks; fiber reinforced polymer (FRP) bars

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APA (6th Edition):

Harlan, M. (2004). Field Test of a Bridge Deck with Glass Fiber Reinforced Polymer Bars as the Top Mat of Reinforcement. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/9987

Chicago Manual of Style (16th Edition):

Harlan, Matthew. “Field Test of a Bridge Deck with Glass Fiber Reinforced Polymer Bars as the Top Mat of Reinforcement.” 2004. Masters Thesis, Virginia Tech. Accessed November 21, 2019. http://hdl.handle.net/10919/9987.

MLA Handbook (7th Edition):

Harlan, Matthew. “Field Test of a Bridge Deck with Glass Fiber Reinforced Polymer Bars as the Top Mat of Reinforcement.” 2004. Web. 21 Nov 2019.

Vancouver:

Harlan M. Field Test of a Bridge Deck with Glass Fiber Reinforced Polymer Bars as the Top Mat of Reinforcement. [Internet] [Masters thesis]. Virginia Tech; 2004. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/10919/9987.

Council of Science Editors:

Harlan M. Field Test of a Bridge Deck with Glass Fiber Reinforced Polymer Bars as the Top Mat of Reinforcement. [Masters Thesis]. Virginia Tech; 2004. Available from: http://hdl.handle.net/10919/9987

11. MD. RAFIQUL ISLAM. Effect of web reinforcement on shear strength of R/C deep beams.

Degree: 2004, National University of Singapore

Subjects/Keywords: deep beams; fiber reinforced polymer; reinforced concrete; shear strength; strengthening; web reinforcement.

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APA (6th Edition):

ISLAM, M. R. (2004). Effect of web reinforcement on shear strength of R/C deep beams. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/14123

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):

ISLAM, MD. RAFIQUL. “Effect of web reinforcement on shear strength of R/C deep beams.” 2004. Thesis, National University of Singapore. Accessed November 21, 2019. http://scholarbank.nus.edu.sg/handle/10635/14123.

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

MLA Handbook (7th Edition):

ISLAM, MD. RAFIQUL. “Effect of web reinforcement on shear strength of R/C deep beams.” 2004. Web. 21 Nov 2019.

Vancouver:

ISLAM MR. Effect of web reinforcement on shear strength of R/C deep beams. [Internet] [Thesis]. National University of Singapore; 2004. [cited 2019 Nov 21]. Available from: http://scholarbank.nus.edu.sg/handle/10635/14123.

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

Council of Science Editors:

ISLAM MR. Effect of web reinforcement on shear strength of R/C deep beams. [Thesis]. National University of Singapore; 2004. Available from: http://scholarbank.nus.edu.sg/handle/10635/14123

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


Virginia Tech

12. Haeberle, David Claibourne. The Use of Nanonindentation to Determine Composite Interfacial Shear Strength and the Effects of Environmental Aging.

Degree: MS, Engineering Science and Mechanics, 2001, Virginia Tech

Fiber sizings are used to improve the performance of fiber-reinforced polymer composites made from low-cost fiber and matrix materials. Evaluation of three sizings, poly(vinylpyrrolidone) (PVP),… (more)

Subjects/Keywords: interfacial shear strength; composite strength; fiber-reinforced polymer composites; microindentation; nanoindentation

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APA (6th Edition):

Haeberle, D. C. (2001). The Use of Nanonindentation to Determine Composite Interfacial Shear Strength and the Effects of Environmental Aging. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33668

Chicago Manual of Style (16th Edition):

Haeberle, David Claibourne. “The Use of Nanonindentation to Determine Composite Interfacial Shear Strength and the Effects of Environmental Aging.” 2001. Masters Thesis, Virginia Tech. Accessed November 21, 2019. http://hdl.handle.net/10919/33668.

MLA Handbook (7th Edition):

Haeberle, David Claibourne. “The Use of Nanonindentation to Determine Composite Interfacial Shear Strength and the Effects of Environmental Aging.” 2001. Web. 21 Nov 2019.

Vancouver:

Haeberle DC. The Use of Nanonindentation to Determine Composite Interfacial Shear Strength and the Effects of Environmental Aging. [Internet] [Masters thesis]. Virginia Tech; 2001. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/10919/33668.

Council of Science Editors:

Haeberle DC. The Use of Nanonindentation to Determine Composite Interfacial Shear Strength and the Effects of Environmental Aging. [Masters Thesis]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/33668


Virginia Tech

13. Senne, Jolyn Louise. Fatigue Life of Hybrid FRP Composite Beams.

Degree: MS, Engineering Mechanics, 2000, Virginia Tech

 As fiber reinforced polymer (FRP) structures find application in highway bridge structures, methodologies for describing their long-term performance under service loading will be a necessity… (more)

Subjects/Keywords: pultruded composites; hybrid composites; fiber-reinforced polymer (FRP) composites; life prediction; fatigue; infrastructure

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APA (6th Edition):

Senne, J. L. (2000). Fatigue Life of Hybrid FRP Composite Beams. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33982

Chicago Manual of Style (16th Edition):

Senne, Jolyn Louise. “Fatigue Life of Hybrid FRP Composite Beams.” 2000. Masters Thesis, Virginia Tech. Accessed November 21, 2019. http://hdl.handle.net/10919/33982.

MLA Handbook (7th Edition):

Senne, Jolyn Louise. “Fatigue Life of Hybrid FRP Composite Beams.” 2000. Web. 21 Nov 2019.

Vancouver:

Senne JL. Fatigue Life of Hybrid FRP Composite Beams. [Internet] [Masters thesis]. Virginia Tech; 2000. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/10919/33982.

Council of Science Editors:

Senne JL. Fatigue Life of Hybrid FRP Composite Beams. [Masters Thesis]. Virginia Tech; 2000. Available from: http://hdl.handle.net/10919/33982


Virginia Tech

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

Degree: MS, Civil Engineering, 2002, Virginia Tech

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Bhise, Vikrant Sudhakar. “Strength Degradation of Gfrp Bars.” 2002. Masters Thesis, Virginia Tech. Accessed November 21, 2019. http://hdl.handle.net/10919/35225.

MLA Handbook (7th Edition):

Bhise, Vikrant Sudhakar. “Strength Degradation of Gfrp Bars.” 2002. Web. 21 Nov 2019.

Vancouver:

Bhise VS. Strength Degradation of Gfrp Bars. [Internet] [Masters thesis]. Virginia Tech; 2002. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/10919/35225.

Council of Science Editors:

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


Virginia Tech

15. Miceli, Marybeth. Assessment of Infrared Thermography for NDE of FRP Bridge Decks.

Degree: MS, Materials Science and Engineering, 2000, Virginia Tech

 Statistics released in the fall 1989 showed that 238,357 (41%) of the nation's 577,710 bridges are either structurally deficient or functionally obsolete. New materials, such… (more)

Subjects/Keywords: fiber-reinforced polymer composites (FRP); infrared thermography (IRT); nondestructive evaluation (NDE)

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APA (6th Edition):

Miceli, M. (2000). Assessment of Infrared Thermography for NDE of FRP Bridge Decks. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36320

Chicago Manual of Style (16th Edition):

Miceli, Marybeth. “Assessment of Infrared Thermography for NDE of FRP Bridge Decks.” 2000. Masters Thesis, Virginia Tech. Accessed November 21, 2019. http://hdl.handle.net/10919/36320.

MLA Handbook (7th Edition):

Miceli, Marybeth. “Assessment of Infrared Thermography for NDE of FRP Bridge Decks.” 2000. Web. 21 Nov 2019.

Vancouver:

Miceli M. Assessment of Infrared Thermography for NDE of FRP Bridge Decks. [Internet] [Masters thesis]. Virginia Tech; 2000. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/10919/36320.

Council of Science Editors:

Miceli M. Assessment of Infrared Thermography for NDE of FRP Bridge Decks. [Masters Thesis]. Virginia Tech; 2000. Available from: http://hdl.handle.net/10919/36320


Virginia Tech

16. Phillips, Kimberly Ann. Performance of a Bridge Deck with Glass Fiber Reinforced Polymer (GFRP) Bars as the Top Mat of Reinforcement.

Degree: MS, Civil Engineering, 2004, Virginia Tech

 The purpose of this research was to investigate the effectiveness and durability of GFRP bars as reinforcement for concrete decks. Today's rapid bridge deck deterioration… (more)

Subjects/Keywords: field investigation; fiber reinforced polymer (FRP) bars; bridge decks; long-term performance; degradation; reinforced concrete

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

APA (6th Edition):

Phillips, K. A. (2004). Performance of a Bridge Deck with Glass Fiber Reinforced Polymer (GFRP) Bars as the Top Mat of Reinforcement. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36296

Chicago Manual of Style (16th Edition):

Phillips, Kimberly Ann. “Performance of a Bridge Deck with Glass Fiber Reinforced Polymer (GFRP) Bars as the Top Mat of Reinforcement.” 2004. Masters Thesis, Virginia Tech. Accessed November 21, 2019. http://hdl.handle.net/10919/36296.

MLA Handbook (7th Edition):

Phillips, Kimberly Ann. “Performance of a Bridge Deck with Glass Fiber Reinforced Polymer (GFRP) Bars as the Top Mat of Reinforcement.” 2004. Web. 21 Nov 2019.

Vancouver:

Phillips KA. Performance of a Bridge Deck with Glass Fiber Reinforced Polymer (GFRP) Bars as the Top Mat of Reinforcement. [Internet] [Masters thesis]. Virginia Tech; 2004. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/10919/36296.

Council of Science Editors:

Phillips KA. Performance of a Bridge Deck with Glass Fiber Reinforced Polymer (GFRP) Bars as the Top Mat of Reinforcement. [Masters Thesis]. Virginia Tech; 2004. Available from: http://hdl.handle.net/10919/36296


Cranfield University

17. Angelidis, Nikolaos. Damage sensing in CFRP composites using electrical potential techniques.

Degree: PhD, School of Industrial Manufacturing and Science, 2004, Cranfield University

 This Thesis investigates the damage sensing capabilities of the electrical potential measurement technique in carbon fibre reinforced polymer composites. Impact damage was introduced in multidirectional… (more)

Subjects/Keywords: Carbon fibre reinforced polymer composites; Impact damage; Multidirectional laminates; Mechanical strain

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APA (6th Edition):

Angelidis, N. (2004). Damage sensing in CFRP composites using electrical potential techniques. (Doctoral Dissertation). Cranfield University. Retrieved from http://hdl.handle.net/1826/127

Chicago Manual of Style (16th Edition):

Angelidis, Nikolaos. “Damage sensing in CFRP composites using electrical potential techniques.” 2004. Doctoral Dissertation, Cranfield University. Accessed November 21, 2019. http://hdl.handle.net/1826/127.

MLA Handbook (7th Edition):

Angelidis, Nikolaos. “Damage sensing in CFRP composites using electrical potential techniques.” 2004. Web. 21 Nov 2019.

Vancouver:

Angelidis N. Damage sensing in CFRP composites using electrical potential techniques. [Internet] [Doctoral dissertation]. Cranfield University; 2004. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/1826/127.

Council of Science Editors:

Angelidis N. Damage sensing in CFRP composites using electrical potential techniques. [Doctoral Dissertation]. Cranfield University; 2004. Available from: http://hdl.handle.net/1826/127


Cranfield University

18. Angelidis, Nikolaos. Damage sensing in CFRP composites using electrical potential techniques.

Degree: PhD, 2004, Cranfield University

 This Thesis investigates the damage sensing capabilities of the electrical potential measurement technique in carbon fibre reinforced polymer composites. Impact damage was introduced in multidirectional… (more)

Subjects/Keywords: 620.1920423; Carbon fibre reinforced polymer composites; Impact damage; Multidirectional laminates; Mechanical strain

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

APA (6th Edition):

Angelidis, N. (2004). Damage sensing in CFRP composites using electrical potential techniques. (Doctoral Dissertation). Cranfield University. Retrieved from http://dspace.lib.cranfield.ac.uk/handle/1826/127 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.401660

Chicago Manual of Style (16th Edition):

Angelidis, Nikolaos. “Damage sensing in CFRP composites using electrical potential techniques.” 2004. Doctoral Dissertation, Cranfield University. Accessed November 21, 2019. http://dspace.lib.cranfield.ac.uk/handle/1826/127 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.401660.

MLA Handbook (7th Edition):

Angelidis, Nikolaos. “Damage sensing in CFRP composites using electrical potential techniques.” 2004. Web. 21 Nov 2019.

Vancouver:

Angelidis N. Damage sensing in CFRP composites using electrical potential techniques. [Internet] [Doctoral dissertation]. Cranfield University; 2004. [cited 2019 Nov 21]. Available from: http://dspace.lib.cranfield.ac.uk/handle/1826/127 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.401660.

Council of Science Editors:

Angelidis N. Damage sensing in CFRP composites using electrical potential techniques. [Doctoral Dissertation]. Cranfield University; 2004. Available from: http://dspace.lib.cranfield.ac.uk/handle/1826/127 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.401660


Hong Kong University of Science and Technology

19. Tung, Wang Kei. FRP debonding from concrete substrate : theoretical and experimental approach.

Degree: 2002, Hong Kong University of Science and Technology

 Using fiber-reinforced plastic (FRP) to strengthen or retrofit existing reinforced concrete members has become more and more popular in the last couple of decades. For… (more)

Subjects/Keywords: Reinforced concrete construction; Reinforced concrete, Fiber; Fiber reinforced plastics

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

APA (6th Edition):

Tung, W. K. (2002). FRP debonding from concrete substrate : theoretical and experimental approach. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-b779400 ; http://repository.ust.hk/ir/bitstream/1783.1-4143/1/th_redirect.html

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):

Tung, Wang Kei. “FRP debonding from concrete substrate : theoretical and experimental approach.” 2002. Thesis, Hong Kong University of Science and Technology. Accessed November 21, 2019. https://doi.org/10.14711/thesis-b779400 ; http://repository.ust.hk/ir/bitstream/1783.1-4143/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Tung, Wang Kei. “FRP debonding from concrete substrate : theoretical and experimental approach.” 2002. Web. 21 Nov 2019.

Vancouver:

Tung WK. FRP debonding from concrete substrate : theoretical and experimental approach. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2002. [cited 2019 Nov 21]. Available from: https://doi.org/10.14711/thesis-b779400 ; http://repository.ust.hk/ir/bitstream/1783.1-4143/1/th_redirect.html.

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

Council of Science Editors:

Tung WK. FRP debonding from concrete substrate : theoretical and experimental approach. [Thesis]. Hong Kong University of Science and Technology; 2002. Available from: https://doi.org/10.14711/thesis-b779400 ; http://repository.ust.hk/ir/bitstream/1783.1-4143/1/th_redirect.html

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


University of Cincinnati

20. BOY, SERPIL. RETROFIT OF EXISTING REINFORCED CONCRETE BRIDGES WITH FIBER REINFORCED POLYMER COMPOSITES.

Degree: MS, Engineering : Civil Engineering, 2004, University of Cincinnati

Fiber-Reinforced Polymer (FRP) plates and fabrics have emerged as viable systems for retrofitting of existing reinforced concrete members with insufficient capacity. The results from previous… (more)

Subjects/Keywords: Fiber Reinforced Polymer Composites; FRP; Retrofitting; Reinforced Concrete; Bridge; Installation; Design; Rating Factor; Load Rating; Moving Load Analysis; Normalization; ACI-440; AASHTO

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

APA (6th Edition):

BOY, S. (2004). RETROFIT OF EXISTING REINFORCED CONCRETE BRIDGES WITH FIBER REINFORCED POLYMER COMPOSITES. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1078508332

Chicago Manual of Style (16th Edition):

BOY, SERPIL. “RETROFIT OF EXISTING REINFORCED CONCRETE BRIDGES WITH FIBER REINFORCED POLYMER COMPOSITES.” 2004. Masters Thesis, University of Cincinnati. Accessed November 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1078508332.

MLA Handbook (7th Edition):

BOY, SERPIL. “RETROFIT OF EXISTING REINFORCED CONCRETE BRIDGES WITH FIBER REINFORCED POLYMER COMPOSITES.” 2004. Web. 21 Nov 2019.

Vancouver:

BOY S. RETROFIT OF EXISTING REINFORCED CONCRETE BRIDGES WITH FIBER REINFORCED POLYMER COMPOSITES. [Internet] [Masters thesis]. University of Cincinnati; 2004. [cited 2019 Nov 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1078508332.

Council of Science Editors:

BOY S. RETROFIT OF EXISTING REINFORCED CONCRETE BRIDGES WITH FIBER REINFORCED POLYMER COMPOSITES. [Masters Thesis]. University of Cincinnati; 2004. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1078508332


University of Cincinnati

21. REISING, REINER MARIA WOLFRAM. TESTING AND LONG-TERM MONITORING OF A FIVE-SPAN BRIDGE WITH MULTIPLE FRP DECKS-PERFORMANCE AND DESIGN ISSUES.

Degree: PhD, Engineering : Civil Engineering, 2003, University of Cincinnati

Fiber Reinforced Polymers (FRP) have emerged from extremely expensive materials that were only used for high-end applications to a more common and more affordable product… (more)

Subjects/Keywords: Engineering, Civil; FRP (Fiber Reinforced Polymer)decks; bridge decks; bridge testing; long-term monitoring

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APA (6th Edition):

REISING, R. M. W. (2003). TESTING AND LONG-TERM MONITORING OF A FIVE-SPAN BRIDGE WITH MULTIPLE FRP DECKS-PERFORMANCE AND DESIGN ISSUES. (Doctoral Dissertation). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1043858948

Chicago Manual of Style (16th Edition):

REISING, REINER MARIA WOLFRAM. “TESTING AND LONG-TERM MONITORING OF A FIVE-SPAN BRIDGE WITH MULTIPLE FRP DECKS-PERFORMANCE AND DESIGN ISSUES.” 2003. Doctoral Dissertation, University of Cincinnati. Accessed November 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1043858948.

MLA Handbook (7th Edition):

REISING, REINER MARIA WOLFRAM. “TESTING AND LONG-TERM MONITORING OF A FIVE-SPAN BRIDGE WITH MULTIPLE FRP DECKS-PERFORMANCE AND DESIGN ISSUES.” 2003. Web. 21 Nov 2019.

Vancouver:

REISING RMW. TESTING AND LONG-TERM MONITORING OF A FIVE-SPAN BRIDGE WITH MULTIPLE FRP DECKS-PERFORMANCE AND DESIGN ISSUES. [Internet] [Doctoral dissertation]. University of Cincinnati; 2003. [cited 2019 Nov 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1043858948.

Council of Science Editors:

REISING RMW. TESTING AND LONG-TERM MONITORING OF A FIVE-SPAN BRIDGE WITH MULTIPLE FRP DECKS-PERFORMANCE AND DESIGN ISSUES. [Doctoral Dissertation]. University of Cincinnati; 2003. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1043858948


University of Cincinnati

22. EDER, ERIC WILLIAM. BEHAVIOR OF 50 YEAR OLD PRESTRESSED CONCRETE BRIDGE WITH FIBER REINFORCED POLYMER DECK REPLACEMENT.

Degree: MS, Engineering : Civil Engineering, 2003, University of Cincinnati

 Bridges B-0071, and B-0171 in Hamilton County, Ohio have been in service for about fifty years. They are short span bridges with prestressed concrete girders.… (more)

Subjects/Keywords: Engineering, Civil; prestressed concrete; fiber reinforced polymer deck; load rating; bridges; non-destructive testing

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APA (6th Edition):

EDER, E. W. (2003). BEHAVIOR OF 50 YEAR OLD PRESTRESSED CONCRETE BRIDGE WITH FIBER REINFORCED POLYMER DECK REPLACEMENT. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1060953606

Chicago Manual of Style (16th Edition):

EDER, ERIC WILLIAM. “BEHAVIOR OF 50 YEAR OLD PRESTRESSED CONCRETE BRIDGE WITH FIBER REINFORCED POLYMER DECK REPLACEMENT.” 2003. Masters Thesis, University of Cincinnati. Accessed November 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1060953606.

MLA Handbook (7th Edition):

EDER, ERIC WILLIAM. “BEHAVIOR OF 50 YEAR OLD PRESTRESSED CONCRETE BRIDGE WITH FIBER REINFORCED POLYMER DECK REPLACEMENT.” 2003. Web. 21 Nov 2019.

Vancouver:

EDER EW. BEHAVIOR OF 50 YEAR OLD PRESTRESSED CONCRETE BRIDGE WITH FIBER REINFORCED POLYMER DECK REPLACEMENT. [Internet] [Masters thesis]. University of Cincinnati; 2003. [cited 2019 Nov 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1060953606.

Council of Science Editors:

EDER EW. BEHAVIOR OF 50 YEAR OLD PRESTRESSED CONCRETE BRIDGE WITH FIBER REINFORCED POLYMER DECK REPLACEMENT. [Masters Thesis]. University of Cincinnati; 2003. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1060953606


University of Cincinnati

23. RICHARD, DEEPAK. LIFECYCLE PERFORMANCE MODEL FOR COMPOSITE MATERIALS IN CIVIL ENGINEERING.

Degree: MS, Engineering : Civil Engineering, 2003, University of Cincinnati

 Composite materials like fiber-reinforced polymers (FRP) have been used in civil engineering with considerable success in the construction of new structures as well as in… (more)

Subjects/Keywords: Engineering, Civil; lifecycle performance model; composite materials; infrastructure management; fiber reinforced polymer (FRP); deterioration modeling

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APA (6th Edition):

RICHARD, D. (2003). LIFECYCLE PERFORMANCE MODEL FOR COMPOSITE MATERIALS IN CIVIL ENGINEERING. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1069787827

Chicago Manual of Style (16th Edition):

RICHARD, DEEPAK. “LIFECYCLE PERFORMANCE MODEL FOR COMPOSITE MATERIALS IN CIVIL ENGINEERING.” 2003. Masters Thesis, University of Cincinnati. Accessed November 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1069787827.

MLA Handbook (7th Edition):

RICHARD, DEEPAK. “LIFECYCLE PERFORMANCE MODEL FOR COMPOSITE MATERIALS IN CIVIL ENGINEERING.” 2003. Web. 21 Nov 2019.

Vancouver:

RICHARD D. LIFECYCLE PERFORMANCE MODEL FOR COMPOSITE MATERIALS IN CIVIL ENGINEERING. [Internet] [Masters thesis]. University of Cincinnati; 2003. [cited 2019 Nov 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1069787827.

Council of Science Editors:

RICHARD D. LIFECYCLE PERFORMANCE MODEL FOR COMPOSITE MATERIALS IN CIVIL ENGINEERING. [Masters Thesis]. University of Cincinnati; 2003. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1069787827


University of Maine

24. Iqbal, Mohammed Asif. Fatigue Life of Pultruded and Hand Lay-Up GFRP Exposed to Different Environmental Conditions.

Degree: MSCE, Civil Engineering, 2002, University of Maine

  The use of unidirectional Glass Fiber Reinforced Polymer (GFRP) composites to reinforce glulam beams in tension has been proven by researchers at University of… (more)

Subjects/Keywords: Glass Fiber Reinforced Polymer; GFRP; Glulam beams; Environmental degradation; Fatigue life; Civil and Environmental Engineering

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

APA (6th Edition):

Iqbal, M. A. (2002). Fatigue Life of Pultruded and Hand Lay-Up GFRP Exposed to Different Environmental Conditions. (Masters Thesis). University of Maine. Retrieved from https://digitalcommons.library.umaine.edu/etd/159

Chicago Manual of Style (16th Edition):

Iqbal, Mohammed Asif. “Fatigue Life of Pultruded and Hand Lay-Up GFRP Exposed to Different Environmental Conditions.” 2002. Masters Thesis, University of Maine. Accessed November 21, 2019. https://digitalcommons.library.umaine.edu/etd/159.

MLA Handbook (7th Edition):

Iqbal, Mohammed Asif. “Fatigue Life of Pultruded and Hand Lay-Up GFRP Exposed to Different Environmental Conditions.” 2002. Web. 21 Nov 2019.

Vancouver:

Iqbal MA. Fatigue Life of Pultruded and Hand Lay-Up GFRP Exposed to Different Environmental Conditions. [Internet] [Masters thesis]. University of Maine; 2002. [cited 2019 Nov 21]. Available from: https://digitalcommons.library.umaine.edu/etd/159.

Council of Science Editors:

Iqbal MA. Fatigue Life of Pultruded and Hand Lay-Up GFRP Exposed to Different Environmental Conditions. [Masters Thesis]. University of Maine; 2002. Available from: https://digitalcommons.library.umaine.edu/etd/159


University of Maine

25. Tascioglu, Cihat. Impact of Preservative Treatments and Fungal Exposure on Phenolic Fiber Reinforced Polymer (FRP) Composite Material Utilized in Wood Reinforcement.

Degree: PhD, Forest Resources, 2002, University of Maine

  When wood products are exposed to environmental conditions conducive to biodeterioration, wood preservation becomes a necessity, especially when long-term utilization is desired. Although considerable… (more)

Subjects/Keywords: composite materials preservation; fungi biodegradation; fiber reinforced plastics; Polymer Chemistry; Wood Science and Pulp, Paper Technology

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

APA (6th Edition):

Tascioglu, C. (2002). Impact of Preservative Treatments and Fungal Exposure on Phenolic Fiber Reinforced Polymer (FRP) Composite Material Utilized in Wood Reinforcement. (Doctoral Dissertation). University of Maine. Retrieved from https://digitalcommons.library.umaine.edu/etd/441

Chicago Manual of Style (16th Edition):

Tascioglu, Cihat. “Impact of Preservative Treatments and Fungal Exposure on Phenolic Fiber Reinforced Polymer (FRP) Composite Material Utilized in Wood Reinforcement.” 2002. Doctoral Dissertation, University of Maine. Accessed November 21, 2019. https://digitalcommons.library.umaine.edu/etd/441.

MLA Handbook (7th Edition):

Tascioglu, Cihat. “Impact of Preservative Treatments and Fungal Exposure on Phenolic Fiber Reinforced Polymer (FRP) Composite Material Utilized in Wood Reinforcement.” 2002. Web. 21 Nov 2019.

Vancouver:

Tascioglu C. Impact of Preservative Treatments and Fungal Exposure on Phenolic Fiber Reinforced Polymer (FRP) Composite Material Utilized in Wood Reinforcement. [Internet] [Doctoral dissertation]. University of Maine; 2002. [cited 2019 Nov 21]. Available from: https://digitalcommons.library.umaine.edu/etd/441.

Council of Science Editors:

Tascioglu C. Impact of Preservative Treatments and Fungal Exposure on Phenolic Fiber Reinforced Polymer (FRP) Composite Material Utilized in Wood Reinforcement. [Doctoral Dissertation]. University of Maine; 2002. Available from: https://digitalcommons.library.umaine.edu/etd/441


Virginia Tech

26. Neely, William Douglas. Evaluation of the In-Servic Performance of the Tom's Creek Bridge.

Degree: MS, Civil Engineering, 2000, Virginia Tech

 The Tom's Creek Bridge is a small-scale demonstration project involving the use of fiber-reinforced polymer (FRP) composite girders as the main load carrying members. The… (more)

Subjects/Keywords: deflection control; dynamic load allowance; bridge design; Composite materials; pultruded structural beam; wheel load distribution; fiber-reinforced polymer (FRP); bridge rehabilitation

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

APA (6th Edition):

Neely, W. D. (2000). Evaluation of the In-Servic Performance of the Tom's Creek Bridge. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33249

Chicago Manual of Style (16th Edition):

Neely, William Douglas. “Evaluation of the In-Servic Performance of the Tom's Creek Bridge.” 2000. Masters Thesis, Virginia Tech. Accessed November 21, 2019. http://hdl.handle.net/10919/33249.

MLA Handbook (7th Edition):

Neely, William Douglas. “Evaluation of the In-Servic Performance of the Tom's Creek Bridge.” 2000. Web. 21 Nov 2019.

Vancouver:

Neely WD. Evaluation of the In-Servic Performance of the Tom's Creek Bridge. [Internet] [Masters thesis]. Virginia Tech; 2000. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/10919/33249.

Council of Science Editors:

Neely WD. Evaluation of the In-Servic Performance of the Tom's Creek Bridge. [Masters Thesis]. Virginia Tech; 2000. Available from: http://hdl.handle.net/10919/33249


Virginia Tech

27. DeFreese, James Michael. Glass Fiber Reinforced Polymer Bars as the Top Mat Reinforcement for Bridge Decks.

Degree: MS, Civil Engineering, 2001, Virginia Tech

 The primary objective of this research was to experimentally investigate material and bond properties of three different types of fiber reinforced polymer (FRP) bars, and… (more)

Subjects/Keywords: beam end bond tests; FRP tensile tests; Fiber Reinforced Polymer (FRP) bars; Bond of FRP Bars

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

APA (6th Edition):

DeFreese, J. M. (2001). Glass Fiber Reinforced Polymer Bars as the Top Mat Reinforcement for Bridge Decks. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36289

Chicago Manual of Style (16th Edition):

DeFreese, James Michael. “Glass Fiber Reinforced Polymer Bars as the Top Mat Reinforcement for Bridge Decks.” 2001. Masters Thesis, Virginia Tech. Accessed November 21, 2019. http://hdl.handle.net/10919/36289.

MLA Handbook (7th Edition):

DeFreese, James Michael. “Glass Fiber Reinforced Polymer Bars as the Top Mat Reinforcement for Bridge Decks.” 2001. Web. 21 Nov 2019.

Vancouver:

DeFreese JM. Glass Fiber Reinforced Polymer Bars as the Top Mat Reinforcement for Bridge Decks. [Internet] [Masters thesis]. Virginia Tech; 2001. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/10919/36289.

Council of Science Editors:

DeFreese JM. Glass Fiber Reinforced Polymer Bars as the Top Mat Reinforcement for Bridge Decks. [Masters Thesis]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/36289


Virginia Tech

28. Kassner, Bernard Leonard. Long-term In-service Evaluation of Two Bridges Designed with Fiber-Reinforced Polymer Girders.

Degree: MS, Civil Engineering, 2004, Virginia Tech

 A group of researchers, engineers, and government transportation officials have teamed up to design two bridges with simply-supported FRP composite structural beams. The Toms Creek… (more)

Subjects/Keywords: fiber-reinforced polymer (FRP); pultruded composite girders; durability; wheel load distribution; dynamic load allowance; deflection

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

APA (6th Edition):

Kassner, B. L. (2004). Long-term In-service Evaluation of Two Bridges Designed with Fiber-Reinforced Polymer Girders. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/10122

Chicago Manual of Style (16th Edition):

Kassner, Bernard Leonard. “Long-term In-service Evaluation of Two Bridges Designed with Fiber-Reinforced Polymer Girders.” 2004. Masters Thesis, Virginia Tech. Accessed November 21, 2019. http://hdl.handle.net/10919/10122.

MLA Handbook (7th Edition):

Kassner, Bernard Leonard. “Long-term In-service Evaluation of Two Bridges Designed with Fiber-Reinforced Polymer Girders.” 2004. Web. 21 Nov 2019.

Vancouver:

Kassner BL. Long-term In-service Evaluation of Two Bridges Designed with Fiber-Reinforced Polymer Girders. [Internet] [Masters thesis]. Virginia Tech; 2004. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/10919/10122.

Council of Science Editors:

Kassner BL. Long-term In-service Evaluation of Two Bridges Designed with Fiber-Reinforced Polymer Girders. [Masters Thesis]. Virginia Tech; 2004. Available from: http://hdl.handle.net/10919/10122


Hong Kong University of Science and Technology

29. Gao, Bo. Strengthening and rehabilitation of reinforced concrete beams using FRP.

Degree: 2002, Hong Kong University of Science and Technology

 External bonding of composite strips to the components of concrete construction is an effective technique in rehabilitation and upgrading of concrete construction. This thesis reports… (more)

Subjects/Keywords: Reinforced concrete construction; Fiber reinforced plastics

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

APA (6th Edition):

Gao, B. (2002). Strengthening and rehabilitation of reinforced concrete beams using FRP. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-b729865 ; http://repository.ust.hk/ir/bitstream/1783.1-5234/1/th_redirect.html

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):

Gao, Bo. “Strengthening and rehabilitation of reinforced concrete beams using FRP.” 2002. Thesis, Hong Kong University of Science and Technology. Accessed November 21, 2019. https://doi.org/10.14711/thesis-b729865 ; http://repository.ust.hk/ir/bitstream/1783.1-5234/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Gao, Bo. “Strengthening and rehabilitation of reinforced concrete beams using FRP.” 2002. Web. 21 Nov 2019.

Vancouver:

Gao B. Strengthening and rehabilitation of reinforced concrete beams using FRP. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2002. [cited 2019 Nov 21]. Available from: https://doi.org/10.14711/thesis-b729865 ; http://repository.ust.hk/ir/bitstream/1783.1-5234/1/th_redirect.html.

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

Council of Science Editors:

Gao B. Strengthening and rehabilitation of reinforced concrete beams using FRP. [Thesis]. Hong Kong University of Science and Technology; 2002. Available from: https://doi.org/10.14711/thesis-b729865 ; http://repository.ust.hk/ir/bitstream/1783.1-5234/1/th_redirect.html

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


Drexel University

30. Hampton, Francis Patrick. Cyclic behavior, development, and characteristics of a ductile hybrid fiber reinforced polymer (DHFRP) for reinforced concrete members.

Degree: 2004, Drexel University

Reinforced concrete (R/C) structures especially pavements and bridge decks thatconstitute vital elements of the infrastructure of all industrialized societies are deteriorating prematurely. Structural repair and… (more)

Subjects/Keywords: Materials engineering; Fiber reinforced plastics; Reinforced concrete, Fiber

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APA (6th Edition):

Hampton, F. P. (2004). Cyclic behavior, development, and characteristics of a ductile hybrid fiber reinforced polymer (DHFRP) for reinforced concrete members. (Thesis). Drexel University. Retrieved from http://hdl.handle.net/1860/285

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):

Hampton, Francis Patrick. “Cyclic behavior, development, and characteristics of a ductile hybrid fiber reinforced polymer (DHFRP) for reinforced concrete members.” 2004. Thesis, Drexel University. Accessed November 21, 2019. http://hdl.handle.net/1860/285.

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

MLA Handbook (7th Edition):

Hampton, Francis Patrick. “Cyclic behavior, development, and characteristics of a ductile hybrid fiber reinforced polymer (DHFRP) for reinforced concrete members.” 2004. Web. 21 Nov 2019.

Vancouver:

Hampton FP. Cyclic behavior, development, and characteristics of a ductile hybrid fiber reinforced polymer (DHFRP) for reinforced concrete members. [Internet] [Thesis]. Drexel University; 2004. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/1860/285.

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

Council of Science Editors:

Hampton FP. Cyclic behavior, development, and characteristics of a ductile hybrid fiber reinforced polymer (DHFRP) for reinforced concrete members. [Thesis]. Drexel University; 2004. Available from: http://hdl.handle.net/1860/285

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

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