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You searched for subject:(Fiber Reinforced Polymer FRP). Showing records 1 – 30 of 17879 total matches.

[1] [2] [3] [4] [5] … [596]

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Brno University of Technology

1. Bártová, Denisa. Návrh betonových konstrukcí vyztužených kompozitní výztuží: Design of concrete structures reinforced with FRP reinforcement.

Degree: 2019, Brno University of Technology

 The thesis deals with design of a FRP reinforced concrete structure. The structure is a two way floor slab designed in two ways. The first… (more)

Subjects/Keywords: křížem vyztužená deska; železobeton; FRP (Fiber Reinforced Polymer); návrh; posouzení; two way slab; reinforced concrete; FRP (Fiber Reinforced Polymer); design; assessment

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

APA (6th Edition):

Bártová, D. (2019). Návrh betonových konstrukcí vyztužených kompozitní výztuží: Design of concrete structures reinforced with FRP reinforcement. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/84334

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):

Bártová, Denisa. “Návrh betonových konstrukcí vyztužených kompozitní výztuží: Design of concrete structures reinforced with FRP reinforcement.” 2019. Thesis, Brno University of Technology. Accessed March 04, 2021. http://hdl.handle.net/11012/84334.

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

MLA Handbook (7th Edition):

Bártová, Denisa. “Návrh betonových konstrukcí vyztužených kompozitní výztuží: Design of concrete structures reinforced with FRP reinforcement.” 2019. Web. 04 Mar 2021.

Vancouver:

Bártová D. Návrh betonových konstrukcí vyztužených kompozitní výztuží: Design of concrete structures reinforced with FRP reinforcement. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2021 Mar 04]. Available from: http://hdl.handle.net/11012/84334.

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

Council of Science Editors:

Bártová D. Návrh betonových konstrukcí vyztužených kompozitní výztuží: Design of concrete structures reinforced with FRP reinforcement. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/84334

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


University of Adelaide

2. Vincent, Thomas John. Axial compressive behaviour of FRP-confined high-strength concrete.

Degree: 2015, University of Adelaide

 External confinement of concrete columns with fibre-reinforced polymer (FRP) sheets has been shown to lead to significant improvements on the axial compressive behaviour of these… (more)

Subjects/Keywords: concrete; fiber-reinforced polymer (FRP); confinement; high-strength concrete (HSC); concrete-filled FRP tube; columns

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APA (6th Edition):

Vincent, T. J. (2015). Axial compressive behaviour of FRP-confined high-strength concrete. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/97999

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):

Vincent, Thomas John. “Axial compressive behaviour of FRP-confined high-strength concrete.” 2015. Thesis, University of Adelaide. Accessed March 04, 2021. http://hdl.handle.net/2440/97999.

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

MLA Handbook (7th Edition):

Vincent, Thomas John. “Axial compressive behaviour of FRP-confined high-strength concrete.” 2015. Web. 04 Mar 2021.

Vancouver:

Vincent TJ. Axial compressive behaviour of FRP-confined high-strength concrete. [Internet] [Thesis]. University of Adelaide; 2015. [cited 2021 Mar 04]. Available from: http://hdl.handle.net/2440/97999.

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

Council of Science Editors:

Vincent TJ. Axial compressive behaviour of FRP-confined high-strength concrete. [Thesis]. University of Adelaide; 2015. Available from: http://hdl.handle.net/2440/97999

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


Penn State University

3. Fuhrman, Daniel Martin. Field Performance of a New Fiber Reinforced Polymer Bridge Deck.

Degree: 2013, Penn State University

 The field performance of a new bridge deck system composed of pultruded trapezoidal fiber reinforced polymer (FRP) tubes wrapped with a filament wound outer layer… (more)

Subjects/Keywords: FRP; fiber reinforced polymer; deck; bridge; serviceability; composite action; distribution factors

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APA (6th Edition):

Fuhrman, D. M. (2013). Field Performance of a New Fiber Reinforced Polymer Bridge Deck. (Thesis). Penn State University. Retrieved from https://submit-etda.libraries.psu.edu/catalog/19831

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):

Fuhrman, Daniel Martin. “Field Performance of a New Fiber Reinforced Polymer Bridge Deck.” 2013. Thesis, Penn State University. Accessed March 04, 2021. https://submit-etda.libraries.psu.edu/catalog/19831.

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

MLA Handbook (7th Edition):

Fuhrman, Daniel Martin. “Field Performance of a New Fiber Reinforced Polymer Bridge Deck.” 2013. Web. 04 Mar 2021.

Vancouver:

Fuhrman DM. Field Performance of a New Fiber Reinforced Polymer Bridge Deck. [Internet] [Thesis]. Penn State University; 2013. [cited 2021 Mar 04]. Available from: https://submit-etda.libraries.psu.edu/catalog/19831.

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

Council of Science Editors:

Fuhrman DM. Field Performance of a New Fiber Reinforced Polymer Bridge Deck. [Thesis]. Penn State University; 2013. Available from: https://submit-etda.libraries.psu.edu/catalog/19831

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


University of Houston

4. -8523-8680. FRP-Confined Grout Systems for Underwater Rehabilitation of Corroded Steel Bridge Piles.

Degree: PhD, Civil Engineering, 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; Grout; Fiber reinforced polymer (FRP)

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APA (6th Edition):

-8523-8680. (2015). FRP-Confined Grout Systems for Underwater Rehabilitation of Corroded Steel Bridge Piles. (Doctoral Dissertation). 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

Chicago Manual of Style (16th Edition):

-8523-8680. “FRP-Confined Grout Systems for Underwater Rehabilitation of Corroded Steel Bridge Piles.” 2015. Doctoral Dissertation, University of Houston. Accessed March 04, 2021. http://hdl.handle.net/10657/1994.

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

MLA Handbook (7th Edition):

-8523-8680. “FRP-Confined Grout Systems for Underwater Rehabilitation of Corroded Steel Bridge Piles.” 2015. Web. 04 Mar 2021.

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] [Doctoral dissertation]. University of Houston; 2015. [cited 2021 Mar 04]. 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

Council of Science Editors:

-8523-8680. FRP-Confined Grout Systems for Underwater Rehabilitation of Corroded Steel Bridge Piles. [Doctoral Dissertation]. 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


University of Houston

5. Zheng, Botong. Rehabilitation of Fatigue Sensitive Steel Elements Using Shape Memory Alloy/Fiber Reinforced Polymer (SMA/FRP) Composite Overlays.

Degree: PhD, Civil Engineering, 2016, University of Houston

 This dissertation presents the details of an experimental and numerical program that was conducted to evaluate the effectiveness of a new type of shape memory… (more)

Subjects/Keywords: Fiber reinforced polymer (FRP); SMA; Fatigue; Repairs; Finite element method; DIC

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APA (6th Edition):

Zheng, B. (2016). Rehabilitation of Fatigue Sensitive Steel Elements Using Shape Memory Alloy/Fiber Reinforced Polymer (SMA/FRP) Composite Overlays. (Doctoral Dissertation). University of Houston. Retrieved from http://hdl.handle.net/10657/5408

Chicago Manual of Style (16th Edition):

Zheng, Botong. “Rehabilitation of Fatigue Sensitive Steel Elements Using Shape Memory Alloy/Fiber Reinforced Polymer (SMA/FRP) Composite Overlays.” 2016. Doctoral Dissertation, University of Houston. Accessed March 04, 2021. http://hdl.handle.net/10657/5408.

MLA Handbook (7th Edition):

Zheng, Botong. “Rehabilitation of Fatigue Sensitive Steel Elements Using Shape Memory Alloy/Fiber Reinforced Polymer (SMA/FRP) Composite Overlays.” 2016. Web. 04 Mar 2021.

Vancouver:

Zheng B. Rehabilitation of Fatigue Sensitive Steel Elements Using Shape Memory Alloy/Fiber Reinforced Polymer (SMA/FRP) Composite Overlays. [Internet] [Doctoral dissertation]. University of Houston; 2016. [cited 2021 Mar 04]. Available from: http://hdl.handle.net/10657/5408.

Council of Science Editors:

Zheng B. Rehabilitation of Fatigue Sensitive Steel Elements Using Shape Memory Alloy/Fiber Reinforced Polymer (SMA/FRP) Composite Overlays. [Doctoral Dissertation]. University of Houston; 2016. Available from: http://hdl.handle.net/10657/5408


University of Houston

6. Liu, Meng. Reliability Analysis of Carbon Fiber Reinforced Polymer (CFRP) Strengthened Steel Beams.

Degree: PhD, Civil Engineering, 2017, University of Houston

 This dissertation was conducted to investigate the behavior of bonded joints between steel and carbon fiber reinforced polymers (CFRP) with an emphasis on understanding the… (more)

Subjects/Keywords: Reliability; Adhesive; Fiber reinforced polymer (FRP); Strengthening; Plasticity

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

APA (6th Edition):

Liu, M. (2017). Reliability Analysis of Carbon Fiber Reinforced Polymer (CFRP) Strengthened Steel Beams. (Doctoral Dissertation). University of Houston. Retrieved from http://hdl.handle.net/10657/4512

Chicago Manual of Style (16th Edition):

Liu, Meng. “Reliability Analysis of Carbon Fiber Reinforced Polymer (CFRP) Strengthened Steel Beams.” 2017. Doctoral Dissertation, University of Houston. Accessed March 04, 2021. http://hdl.handle.net/10657/4512.

MLA Handbook (7th Edition):

Liu, Meng. “Reliability Analysis of Carbon Fiber Reinforced Polymer (CFRP) Strengthened Steel Beams.” 2017. Web. 04 Mar 2021.

Vancouver:

Liu M. Reliability Analysis of Carbon Fiber Reinforced Polymer (CFRP) Strengthened Steel Beams. [Internet] [Doctoral dissertation]. University of Houston; 2017. [cited 2021 Mar 04]. Available from: http://hdl.handle.net/10657/4512.

Council of Science Editors:

Liu M. Reliability Analysis of Carbon Fiber Reinforced Polymer (CFRP) Strengthened Steel Beams. [Doctoral Dissertation]. University of Houston; 2017. Available from: http://hdl.handle.net/10657/4512


University of Houston

7. -6245-6909. Material Laws of Frp Strengthened Reinforced Concrete under Uniaxial Tension and Biaxial Tension-Compression Stress Fields.

Degree: PhD, Civil Engineering, 2015, University of Houston

 Well established analytical models and design guidelines are already available for analyzing and designing FRP strengthened structures under flexural and axial-confinement actions. However, the understanding… (more)

Subjects/Keywords: Constitutive Modeling; Fiber reinforced polymer (FRP); Concrete; Shear Design

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APA (6th Edition):

-6245-6909. (2015). Material Laws of Frp Strengthened Reinforced Concrete under Uniaxial Tension and Biaxial Tension-Compression Stress Fields. (Doctoral Dissertation). University of Houston. Retrieved from http://hdl.handle.net/10657/2000

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

Chicago Manual of Style (16th Edition):

-6245-6909. “Material Laws of Frp Strengthened Reinforced Concrete under Uniaxial Tension and Biaxial Tension-Compression Stress Fields.” 2015. Doctoral Dissertation, University of Houston. Accessed March 04, 2021. http://hdl.handle.net/10657/2000.

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

MLA Handbook (7th Edition):

-6245-6909. “Material Laws of Frp Strengthened Reinforced Concrete under Uniaxial Tension and Biaxial Tension-Compression Stress Fields.” 2015. Web. 04 Mar 2021.

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

Vancouver:

-6245-6909. Material Laws of Frp Strengthened Reinforced Concrete under Uniaxial Tension and Biaxial Tension-Compression Stress Fields. [Internet] [Doctoral dissertation]. University of Houston; 2015. [cited 2021 Mar 04]. Available from: http://hdl.handle.net/10657/2000.

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

Council of Science Editors:

-6245-6909. Material Laws of Frp Strengthened Reinforced Concrete under Uniaxial Tension and Biaxial Tension-Compression Stress Fields. [Doctoral Dissertation]. University of Houston; 2015. Available from: http://hdl.handle.net/10657/2000

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


Delft University of Technology

8. Mouroulis, Stijn (author). A Feasibility Study on Weight Saving in Bascule Bridge Design by Implementing an FRP-deck: A case study on the Amalia bridge.

Degree: 2018, Delft University of Technology

This master thesis contains a study on the implementation of Fibre Reinforced Polymers (FRP) onto a steel bascule bridge, with the aim of weight reduction.… (more)

Subjects/Keywords: FRP; Fiber reinforced polymer; Amalia bridge; Bascule bridge; Weight Reduction; Steel

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

APA (6th Edition):

Mouroulis, S. (. (2018). A Feasibility Study on Weight Saving in Bascule Bridge Design by Implementing an FRP-deck: A case study on the Amalia bridge. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:ecb5174b-af94-4bbf-9b5e-c5a9953e4973

Chicago Manual of Style (16th Edition):

Mouroulis, Stijn (author). “A Feasibility Study on Weight Saving in Bascule Bridge Design by Implementing an FRP-deck: A case study on the Amalia bridge.” 2018. Masters Thesis, Delft University of Technology. Accessed March 04, 2021. http://resolver.tudelft.nl/uuid:ecb5174b-af94-4bbf-9b5e-c5a9953e4973.

MLA Handbook (7th Edition):

Mouroulis, Stijn (author). “A Feasibility Study on Weight Saving in Bascule Bridge Design by Implementing an FRP-deck: A case study on the Amalia bridge.” 2018. Web. 04 Mar 2021.

Vancouver:

Mouroulis S(. A Feasibility Study on Weight Saving in Bascule Bridge Design by Implementing an FRP-deck: A case study on the Amalia bridge. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2021 Mar 04]. Available from: http://resolver.tudelft.nl/uuid:ecb5174b-af94-4bbf-9b5e-c5a9953e4973.

Council of Science Editors:

Mouroulis S(. A Feasibility Study on Weight Saving in Bascule Bridge Design by Implementing an FRP-deck: A case study on the Amalia bridge. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:ecb5174b-af94-4bbf-9b5e-c5a9953e4973


University of Houston

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

Degree: MSin Civil Engineering, Civil Engineering, 2014, University of Houston

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

Subjects/Keywords: Confinement; Expansive concrete; Glass fiber reinforced polymer (GFRP); Fiber reinforced polymer (FRP); Concrete; Buckled steel pile and repairing

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Kaya, Ali. “AN EXPERIMENTAL STUDY ON REPAIR OF STEEL BRIDGE PILES USING GFRP CONCRETE-FILLED JACKET.” 2014. Masters Thesis, University of Houston. Accessed March 04, 2021. http://hdl.handle.net/10657/1653.

MLA Handbook (7th Edition):

Kaya, Ali. “AN EXPERIMENTAL STUDY ON REPAIR OF STEEL BRIDGE PILES USING GFRP CONCRETE-FILLED JACKET.” 2014. Web. 04 Mar 2021.

Vancouver:

Kaya A. AN EXPERIMENTAL STUDY ON REPAIR OF STEEL BRIDGE PILES USING GFRP CONCRETE-FILLED JACKET. [Internet] [Masters thesis]. University of Houston; 2014. [cited 2021 Mar 04]. Available from: http://hdl.handle.net/10657/1653.

Council of Science Editors:

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


Kansas State University

10. Mitchell, Caleb. Finite element analyses and proposed strengthening of a reinforced concrete box girder bridge subjected to differential settlement.

Degree: MS, Department of Civil Engineering, 2018, Kansas State University

 The Kansas Department of Transportation’s (KDOT) Bridge 059-045 is a reinforced concrete box girder bridge constructed in 1965 to connect the rural Shawnee Drive across… (more)

Subjects/Keywords: Finite Element Modeling Settlement Fiber Reinforced Polymer; FEM (Finite Element Modeling); FRP (Fiber Reinforced Polymer); Differential Settlement

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APA (6th Edition):

Mitchell, C. (2018). Finite element analyses and proposed strengthening of a reinforced concrete box girder bridge subjected to differential settlement. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/38789

Chicago Manual of Style (16th Edition):

Mitchell, Caleb. “Finite element analyses and proposed strengthening of a reinforced concrete box girder bridge subjected to differential settlement.” 2018. Masters Thesis, Kansas State University. Accessed March 04, 2021. http://hdl.handle.net/2097/38789.

MLA Handbook (7th Edition):

Mitchell, Caleb. “Finite element analyses and proposed strengthening of a reinforced concrete box girder bridge subjected to differential settlement.” 2018. Web. 04 Mar 2021.

Vancouver:

Mitchell C. Finite element analyses and proposed strengthening of a reinforced concrete box girder bridge subjected to differential settlement. [Internet] [Masters thesis]. Kansas State University; 2018. [cited 2021 Mar 04]. Available from: http://hdl.handle.net/2097/38789.

Council of Science Editors:

Mitchell C. Finite element analyses and proposed strengthening of a reinforced concrete box girder bridge subjected to differential settlement. [Masters Thesis]. Kansas State University; 2018. Available from: http://hdl.handle.net/2097/38789


Université de Sherbrooke

11. El-Nemr, Amr Maher. Serviceability of concrete members reinforced with FRP bars: Étude du comportement en service de membrures en béton renforcées de barres de PRF.

Degree: 2013, Université de Sherbrooke

 La détérioration des infrastructures au Canada due à la corrosion des armatures est l'un des défis majeurs de l'industrie de la construction. Les progrès récents… (more)

Subjects/Keywords: Canadian infrastructure; Corrosion of steel reinforcement; Polymer technology; Fiber-reinforced-polymer (FRP)

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APA (6th Edition):

El-Nemr, A. M. (2013). Serviceability of concrete members reinforced with FRP bars: Étude du comportement en service de membrures en béton renforcées de barres de PRF. (Doctoral Dissertation). Université de Sherbrooke. Retrieved from http://hdl.handle.net/11143/6124

Chicago Manual of Style (16th Edition):

El-Nemr, Amr Maher. “Serviceability of concrete members reinforced with FRP bars: Étude du comportement en service de membrures en béton renforcées de barres de PRF.” 2013. Doctoral Dissertation, Université de Sherbrooke. Accessed March 04, 2021. http://hdl.handle.net/11143/6124.

MLA Handbook (7th Edition):

El-Nemr, Amr Maher. “Serviceability of concrete members reinforced with FRP bars: Étude du comportement en service de membrures en béton renforcées de barres de PRF.” 2013. Web. 04 Mar 2021.

Vancouver:

El-Nemr AM. Serviceability of concrete members reinforced with FRP bars: Étude du comportement en service de membrures en béton renforcées de barres de PRF. [Internet] [Doctoral dissertation]. Université de Sherbrooke; 2013. [cited 2021 Mar 04]. Available from: http://hdl.handle.net/11143/6124.

Council of Science Editors:

El-Nemr AM. Serviceability of concrete members reinforced with FRP bars: Étude du comportement en service de membrures en béton renforcées de barres de PRF. [Doctoral Dissertation]. Université de Sherbrooke; 2013. Available from: http://hdl.handle.net/11143/6124


University of Waterloo

12. Azam, Rizwan. Behaviour of Shear-Critical Reinforced Concrete Beams Strengthened with Fiber Reinforced Cementitious Mortar.

Degree: 2016, University of Waterloo

 Extensive research has been conducted on strengthening of shear-critical reinforced concrete (RC) beams, particularly using fiber reinforced polymer (FRP) strengthening systems. This previous research has… (more)

Subjects/Keywords: Shear strengthening; Reinforced Concrete; Fiber Reinforced polymer (FRP); Fabric reinforced cementitious mortar (FRCM); Textile-reinforced concrete (TRC)

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

APA (6th Edition):

Azam, R. (2016). Behaviour of Shear-Critical Reinforced Concrete Beams Strengthened with Fiber Reinforced Cementitious Mortar. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/10751

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):

Azam, Rizwan. “Behaviour of Shear-Critical Reinforced Concrete Beams Strengthened with Fiber Reinforced Cementitious Mortar.” 2016. Thesis, University of Waterloo. Accessed March 04, 2021. http://hdl.handle.net/10012/10751.

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

MLA Handbook (7th Edition):

Azam, Rizwan. “Behaviour of Shear-Critical Reinforced Concrete Beams Strengthened with Fiber Reinforced Cementitious Mortar.” 2016. Web. 04 Mar 2021.

Vancouver:

Azam R. Behaviour of Shear-Critical Reinforced Concrete Beams Strengthened with Fiber Reinforced Cementitious Mortar. [Internet] [Thesis]. University of Waterloo; 2016. [cited 2021 Mar 04]. Available from: http://hdl.handle.net/10012/10751.

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

Council of Science Editors:

Azam R. Behaviour of Shear-Critical Reinforced Concrete Beams Strengthened with Fiber Reinforced Cementitious Mortar. [Thesis]. University of Waterloo; 2016. Available from: http://hdl.handle.net/10012/10751

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


KTH

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

Degree: Building Technology and Design, 2019, KTH

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

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

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

APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Yussuf, Yusuf Abdi. “FRP:s användning inom brokonstruktioner.” 2019. Thesis, KTH. Accessed March 04, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-259362.

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

MLA Handbook (7th Edition):

Yussuf, Yusuf Abdi. “FRP:s användning inom brokonstruktioner.” 2019. Web. 04 Mar 2021.

Vancouver:

Yussuf YA. FRP:s användning inom brokonstruktioner. [Internet] [Thesis]. KTH; 2019. [cited 2021 Mar 04]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-259362.

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

Council of Science Editors:

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

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


Penn State University

14. Kupchella, Chester Alan. Quantifying the Uniaxial High Cycle Fatigue Life of Laminated Composites with a Resonant Beam Test.

Degree: 2017, Penn State University

 Fatigue characterization of glass fiber reinforced polymer (FRP) composites is a thoroughly researched topic, but no current methods achieve high predictive accuracy without significant experimental… (more)

Subjects/Keywords: FRP; Fatigue; High Frequency; Composites; Temperature Controlled; Viscoelasticity; Fiber Reinforced Polymer; Fiberglass; Vibration

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

APA (6th Edition):

Kupchella, C. A. (2017). Quantifying the Uniaxial High Cycle Fatigue Life of Laminated Composites with a Resonant Beam Test. (Thesis). Penn State University. Retrieved from https://submit-etda.libraries.psu.edu/catalog/13414cak341

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):

Kupchella, Chester Alan. “Quantifying the Uniaxial High Cycle Fatigue Life of Laminated Composites with a Resonant Beam Test.” 2017. Thesis, Penn State University. Accessed March 04, 2021. https://submit-etda.libraries.psu.edu/catalog/13414cak341.

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

MLA Handbook (7th Edition):

Kupchella, Chester Alan. “Quantifying the Uniaxial High Cycle Fatigue Life of Laminated Composites with a Resonant Beam Test.” 2017. Web. 04 Mar 2021.

Vancouver:

Kupchella CA. Quantifying the Uniaxial High Cycle Fatigue Life of Laminated Composites with a Resonant Beam Test. [Internet] [Thesis]. Penn State University; 2017. [cited 2021 Mar 04]. Available from: https://submit-etda.libraries.psu.edu/catalog/13414cak341.

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

Council of Science Editors:

Kupchella CA. Quantifying the Uniaxial High Cycle Fatigue Life of Laminated Composites with a Resonant Beam Test. [Thesis]. Penn State University; 2017. Available from: https://submit-etda.libraries.psu.edu/catalog/13414cak341

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


West Virginia University

15. Joshi, Ruben Mangal. Nondestructive evaluation of FRP composite bridge componenets using infrared thermography and digital tap tesing.

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

  Aging of civil infrastructures is one of the major problems faced by the engineering industry today, with the concrete structures cracking and the steel… (more)

Subjects/Keywords: Infrared Thermography; IRT; Digital Tap Testing; Fiber Reinforced Polymer; FRP; Composites; Debonds; Delaminations

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

APA (6th Edition):

Joshi, R. M. (2018). Nondestructive evaluation of FRP composite bridge componenets using infrared thermography and digital tap tesing. (Thesis). West Virginia University. Retrieved from https://doi.org/10.33915/etd.4001 ; https://researchrepository.wvu.edu/etd/4001

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):

Joshi, Ruben Mangal. “Nondestructive evaluation of FRP composite bridge componenets using infrared thermography and digital tap tesing.” 2018. Thesis, West Virginia University. Accessed March 04, 2021. https://doi.org/10.33915/etd.4001 ; https://researchrepository.wvu.edu/etd/4001.

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

MLA Handbook (7th Edition):

Joshi, Ruben Mangal. “Nondestructive evaluation of FRP composite bridge componenets using infrared thermography and digital tap tesing.” 2018. Web. 04 Mar 2021.

Vancouver:

Joshi RM. Nondestructive evaluation of FRP composite bridge componenets using infrared thermography and digital tap tesing. [Internet] [Thesis]. West Virginia University; 2018. [cited 2021 Mar 04]. Available from: https://doi.org/10.33915/etd.4001 ; https://researchrepository.wvu.edu/etd/4001.

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

Council of Science Editors:

Joshi RM. Nondestructive evaluation of FRP composite bridge componenets using infrared thermography and digital tap tesing. [Thesis]. West Virginia University; 2018. Available from: https://doi.org/10.33915/etd.4001 ; https://researchrepository.wvu.edu/etd/4001

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


West Virginia University

16. Wheeler, Andrew Scott. Nondestructive evaluation of concrete bridge columns rehabilitiated with fiber reinforced polymers using digital tap hammer and infrared thermography.

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

  Nondestructive Evaluation of Concrete Bridge Columns Rehabilitated With Fiber Reinforced Polymers Using Digital Tap Hammer and Infrared Thermography Andrew Wheeler In 2017, the American… (more)

Subjects/Keywords: Digital Tap Hammer; Infrared Thermography; Fiber Reinforced Polymer; FRP; Composites; Debonds; Delaminations; Bridge Rehabilitation

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

APA (6th Edition):

Wheeler, A. S. (2018). Nondestructive evaluation of concrete bridge columns rehabilitiated with fiber reinforced polymers using digital tap hammer and infrared thermography. (Thesis). West Virginia University. Retrieved from https://doi.org/10.33915/etd.3979 ; https://researchrepository.wvu.edu/etd/3979

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):

Wheeler, Andrew Scott. “Nondestructive evaluation of concrete bridge columns rehabilitiated with fiber reinforced polymers using digital tap hammer and infrared thermography.” 2018. Thesis, West Virginia University. Accessed March 04, 2021. https://doi.org/10.33915/etd.3979 ; https://researchrepository.wvu.edu/etd/3979.

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

MLA Handbook (7th Edition):

Wheeler, Andrew Scott. “Nondestructive evaluation of concrete bridge columns rehabilitiated with fiber reinforced polymers using digital tap hammer and infrared thermography.” 2018. Web. 04 Mar 2021.

Vancouver:

Wheeler AS. Nondestructive evaluation of concrete bridge columns rehabilitiated with fiber reinforced polymers using digital tap hammer and infrared thermography. [Internet] [Thesis]. West Virginia University; 2018. [cited 2021 Mar 04]. Available from: https://doi.org/10.33915/etd.3979 ; https://researchrepository.wvu.edu/etd/3979.

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

Council of Science Editors:

Wheeler AS. Nondestructive evaluation of concrete bridge columns rehabilitiated with fiber reinforced polymers using digital tap hammer and infrared thermography. [Thesis]. West Virginia University; 2018. Available from: https://doi.org/10.33915/etd.3979 ; https://researchrepository.wvu.edu/etd/3979

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


University of Adelaide

17. Lim, Jian Chin. Axial compressive behavior of actively confined and FRP-confined concretes.

Degree: 2015, University of Adelaide

 Since the 1920s, a significant research effort has been dedicated to the understanding of the improved compressive behavior of concrete under lateral confinement. Upon the… (more)

Subjects/Keywords: concrete; confinement; compression; fiber reinforced polymer (FRP); triaxial; stress-strain; dilation; genetic programming; finite element

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

APA (6th Edition):

Lim, J. C. (2015). Axial compressive behavior of actively confined and FRP-confined concretes. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/93495

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):

Lim, Jian Chin. “Axial compressive behavior of actively confined and FRP-confined concretes.” 2015. Thesis, University of Adelaide. Accessed March 04, 2021. http://hdl.handle.net/2440/93495.

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

MLA Handbook (7th Edition):

Lim, Jian Chin. “Axial compressive behavior of actively confined and FRP-confined concretes.” 2015. Web. 04 Mar 2021.

Vancouver:

Lim JC. Axial compressive behavior of actively confined and FRP-confined concretes. [Internet] [Thesis]. University of Adelaide; 2015. [cited 2021 Mar 04]. Available from: http://hdl.handle.net/2440/93495.

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

Council of Science Editors:

Lim JC. Axial compressive behavior of actively confined and FRP-confined concretes. [Thesis]. University of Adelaide; 2015. Available from: http://hdl.handle.net/2440/93495

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


University of Maryland

18. Aliabadizadeh, Yahya. BEHAVIOR OF FIBER REINFORCED POLYMER COMPOSITE PILES WITH ELLIPTICAL CROSS SECTIONS IN INTEGRAL ABUTMENT BRIDGE FOUNDATIONS.

Degree: Civil Engineering, 2016, University of Maryland

 Every year in the US and other cold-climate countries considerable amount of money is spent to restore structural damages in conventional bridges resulting from (or… (more)

Subjects/Keywords: Civil engineering; Bridge Foundation; Elliptical; Fiber Reinforced Polymer; FRP; Integral Abutment Bridge; Pile

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

APA (6th Edition):

Aliabadizadeh, Y. (2016). BEHAVIOR OF FIBER REINFORCED POLYMER COMPOSITE PILES WITH ELLIPTICAL CROSS SECTIONS IN INTEGRAL ABUTMENT BRIDGE FOUNDATIONS. (Thesis). University of Maryland. Retrieved from http://hdl.handle.net/1903/18287

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):

Aliabadizadeh, Yahya. “BEHAVIOR OF FIBER REINFORCED POLYMER COMPOSITE PILES WITH ELLIPTICAL CROSS SECTIONS IN INTEGRAL ABUTMENT BRIDGE FOUNDATIONS.” 2016. Thesis, University of Maryland. Accessed March 04, 2021. http://hdl.handle.net/1903/18287.

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

MLA Handbook (7th Edition):

Aliabadizadeh, Yahya. “BEHAVIOR OF FIBER REINFORCED POLYMER COMPOSITE PILES WITH ELLIPTICAL CROSS SECTIONS IN INTEGRAL ABUTMENT BRIDGE FOUNDATIONS.” 2016. Web. 04 Mar 2021.

Vancouver:

Aliabadizadeh Y. BEHAVIOR OF FIBER REINFORCED POLYMER COMPOSITE PILES WITH ELLIPTICAL CROSS SECTIONS IN INTEGRAL ABUTMENT BRIDGE FOUNDATIONS. [Internet] [Thesis]. University of Maryland; 2016. [cited 2021 Mar 04]. Available from: http://hdl.handle.net/1903/18287.

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

Council of Science Editors:

Aliabadizadeh Y. BEHAVIOR OF FIBER REINFORCED POLYMER COMPOSITE PILES WITH ELLIPTICAL CROSS SECTIONS IN INTEGRAL ABUTMENT BRIDGE FOUNDATIONS. [Thesis]. University of Maryland; 2016. Available from: http://hdl.handle.net/1903/18287

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


Delft University of Technology

19. Flink, P.J. (author). Composite Bridge Design: Analysis of Realizing Composite Action in an FRP-Steel Bridge.

Degree: 2015, Delft University of Technology

Many old moveable bridges have exceeded their technical lifetime. Replacement of the foundations is expensive and often unnecessary if the new bridge superstructure is lighter… (more)

Subjects/Keywords: Fiber Reinforced Polymer; FRP; Bolted Connection; Composite Action; Glass; Fiber; Fibre; Tsai Wu; Tsai-Wu; Julianabrug

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

APA (6th Edition):

Flink, P. J. (. (2015). Composite Bridge Design: Analysis of Realizing Composite Action in an FRP-Steel Bridge. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:dd28e122-0fab-4730-8ad4-5c7c88d3a57d

Chicago Manual of Style (16th Edition):

Flink, P J (author). “Composite Bridge Design: Analysis of Realizing Composite Action in an FRP-Steel Bridge.” 2015. Masters Thesis, Delft University of Technology. Accessed March 04, 2021. http://resolver.tudelft.nl/uuid:dd28e122-0fab-4730-8ad4-5c7c88d3a57d.

MLA Handbook (7th Edition):

Flink, P J (author). “Composite Bridge Design: Analysis of Realizing Composite Action in an FRP-Steel Bridge.” 2015. Web. 04 Mar 2021.

Vancouver:

Flink PJ(. Composite Bridge Design: Analysis of Realizing Composite Action in an FRP-Steel Bridge. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2021 Mar 04]. Available from: http://resolver.tudelft.nl/uuid:dd28e122-0fab-4730-8ad4-5c7c88d3a57d.

Council of Science Editors:

Flink PJ(. Composite Bridge Design: Analysis of Realizing Composite Action in an FRP-Steel Bridge. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:dd28e122-0fab-4730-8ad4-5c7c88d3a57d


University of Toledo

20. Paneru, Nav Raj. Carbon Fiber Reinforced Polymer (CFRP) Tendons in Bridges.

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

 Carbon fiber reinforced polymer (CFRP) reinforcement has been studied as an alternative to steel reinforcement due to steel's high susceptibility to corrosion in bridge girders.… (more)

Subjects/Keywords: Civil Engineering; CFRP; CFCC; Prestressed CFRP; Tendons; Strands; Carbon Fiber Reinforced Polymer; FRP; GFRP; AFRP; Bridge Design; Carbon Fiber Reinforced Polymer Tendons in Bridges

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

APA (6th Edition):

Paneru, N. R. (2018). Carbon Fiber Reinforced Polymer (CFRP) Tendons in Bridges. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544741841522648

Chicago Manual of Style (16th Edition):

Paneru, Nav Raj. “Carbon Fiber Reinforced Polymer (CFRP) Tendons in Bridges.” 2018. Masters Thesis, University of Toledo. Accessed March 04, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544741841522648.

MLA Handbook (7th Edition):

Paneru, Nav Raj. “Carbon Fiber Reinforced Polymer (CFRP) Tendons in Bridges.” 2018. Web. 04 Mar 2021.

Vancouver:

Paneru NR. Carbon Fiber Reinforced Polymer (CFRP) Tendons in Bridges. [Internet] [Masters thesis]. University of Toledo; 2018. [cited 2021 Mar 04]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544741841522648.

Council of Science Editors:

Paneru NR. Carbon Fiber Reinforced Polymer (CFRP) Tendons in Bridges. [Masters Thesis]. University of Toledo; 2018. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544741841522648


Texas A&M University

21. Cummings, Wesley David. Analytical and Experimental Assessment of an AASHTO I-girder Type I Prestressed with AFRP Tendons.

Degree: MS, Civil Engineering, 2014, Texas A&M University

 Corrosion induced deterioration is one of the main reason for repair and rehabilitation programs in conventional steel reinforced concrete bridge decks. Of all bridges in… (more)

Subjects/Keywords: Bridge Girder; Aramid; Fiber; Reinforced; Polymer; FRP; Corrosion; Anchorage; Full-scale; Composite; I-Girder; Composite Action, Composite Material; Prestressed

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

APA (6th Edition):

Cummings, W. D. (2014). Analytical and Experimental Assessment of an AASHTO I-girder Type I Prestressed with AFRP Tendons. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/154194

Chicago Manual of Style (16th Edition):

Cummings, Wesley David. “Analytical and Experimental Assessment of an AASHTO I-girder Type I Prestressed with AFRP Tendons.” 2014. Masters Thesis, Texas A&M University. Accessed March 04, 2021. http://hdl.handle.net/1969.1/154194.

MLA Handbook (7th Edition):

Cummings, Wesley David. “Analytical and Experimental Assessment of an AASHTO I-girder Type I Prestressed with AFRP Tendons.” 2014. Web. 04 Mar 2021.

Vancouver:

Cummings WD. Analytical and Experimental Assessment of an AASHTO I-girder Type I Prestressed with AFRP Tendons. [Internet] [Masters thesis]. Texas A&M University; 2014. [cited 2021 Mar 04]. Available from: http://hdl.handle.net/1969.1/154194.

Council of Science Editors:

Cummings WD. Analytical and Experimental Assessment of an AASHTO I-girder Type I Prestressed with AFRP Tendons. [Masters Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/154194

22. Almeida, Edgar Barão Vidal de. Fibras têxteis para reforço de estruturas.

Degree: 2010, RCAAP

 Com o presente trabalho pretende-se mostrar a importância da recuperação de estruturas com sistemas de fibras têxteis, sejam estas naturais ou artificiais. Fala-se aqui das… (more)

Subjects/Keywords: Estruturas - Recuperação - Fibras naturais; Estruturas - Recuperação - Fibras artificiais; Estruturas - Recuperação - Fibras - Propriedades mecânicas; Materiais compositos; FRP (Fiber Reinforced Polymer)

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

APA (6th Edition):

Almeida, E. B. V. d. (2010). Fibras têxteis para reforço de estruturas. (Thesis). RCAAP. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:ubibliorum.ubi.pt:10400.6/3567

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):

Almeida, Edgar Barão Vidal de. “Fibras têxteis para reforço de estruturas.” 2010. Thesis, RCAAP. Accessed March 04, 2021. https://www.rcaap.pt/detail.jsp?id=oai:ubibliorum.ubi.pt:10400.6/3567.

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

MLA Handbook (7th Edition):

Almeida, Edgar Barão Vidal de. “Fibras têxteis para reforço de estruturas.” 2010. Web. 04 Mar 2021.

Vancouver:

Almeida EBVd. Fibras têxteis para reforço de estruturas. [Internet] [Thesis]. RCAAP; 2010. [cited 2021 Mar 04]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:ubibliorum.ubi.pt:10400.6/3567.

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

Council of Science Editors:

Almeida EBVd. Fibras têxteis para reforço de estruturas. [Thesis]. RCAAP; 2010. Available from: https://www.rcaap.pt/detail.jsp?id=oai:ubibliorum.ubi.pt:10400.6/3567

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


University of Houston

23. -6855-534X. Behavior of FRP Strengthened Concrete Panel Elements Subjected to Pure Shear.

Degree: PhD, Civil Engineering, University of Houston

 Several investigations have revealed that many aging civil engineering structures such as highway bridges are structurally deficient and need repairs and/or retrofitting. Among various solutions,… (more)

Subjects/Keywords: Fiber reinforced polymer (FRP); Strengthening; RC; Shear Modeling

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

APA (6th Edition):

-6855-534X. (n.d.). Behavior of FRP Strengthened Concrete Panel Elements Subjected to Pure Shear. (Doctoral Dissertation). University of Houston. Retrieved from http://hdl.handle.net/10657/2155

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete
No year of publication.

Chicago Manual of Style (16th Edition):

-6855-534X. “Behavior of FRP Strengthened Concrete Panel Elements Subjected to Pure Shear.” Doctoral Dissertation, University of Houston. Accessed March 04, 2021. http://hdl.handle.net/10657/2155.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete
No year of publication.

MLA Handbook (7th Edition):

-6855-534X. “Behavior of FRP Strengthened Concrete Panel Elements Subjected to Pure Shear.” Web. 04 Mar 2021.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete
No year of publication.

Vancouver:

-6855-534X. Behavior of FRP Strengthened Concrete Panel Elements Subjected to Pure Shear. [Internet] [Doctoral dissertation]. University of Houston; [cited 2021 Mar 04]. Available from: http://hdl.handle.net/10657/2155.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete
No year of publication.

Council of Science Editors:

-6855-534X. Behavior of FRP Strengthened Concrete Panel Elements Subjected to Pure Shear. [Doctoral Dissertation]. University of Houston; Available from: http://hdl.handle.net/10657/2155

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete
No year of publication.


Louisiana State University

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

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 March 04, 2021. 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. 04 Mar 2021.

Vancouver:

Sepeda GP. Tension lap splice lengths of carbon fiber reinforced polymer bars. [Internet] [Masters thesis]. Louisiana State University; 2002. [cited 2021 Mar 04]. 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

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

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 March 04, 2021. 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. 04 Mar 2021.

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 2021 Mar 04]. 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


Virginia Tech

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

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 March 04, 2021. 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. 04 Mar 2021.

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 2021 Mar 04]. 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


Brno University of Technology

27. Roček, Tomáš. Využití moderních kompozitních materiálů při návrhu betonových konstrukcí: Use of advanced composite materials for the concrete structures design.

Degree: 2020, Brno University of Technology

 The thesis deals with the design of prefabricated retaining wall in two options of reinforcement. The first one is classical concrete reinforcement and the second… (more)

Subjects/Keywords: úhlová opěrná stěna; železobeton; FRP (Fiber Reinforced Polymer); zemní tlaky; vyztužení; návrh a posouzení; kompozitní výztuž; angular retaining wall; reinforced concrete; FRP (Fiber Reinforced Polymer); earth pressures; reinforcement; design and assessment; composite bar

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

APA (6th Edition):

Roček, T. (2020). Využití moderních kompozitních materiálů při návrhu betonových konstrukcí: Use of advanced composite materials for the concrete structures design. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/63023

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):

Roček, Tomáš. “Využití moderních kompozitních materiálů při návrhu betonových konstrukcí: Use of advanced composite materials for the concrete structures design.” 2020. Thesis, Brno University of Technology. Accessed March 04, 2021. http://hdl.handle.net/11012/63023.

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

MLA Handbook (7th Edition):

Roček, Tomáš. “Využití moderních kompozitních materiálů při návrhu betonových konstrukcí: Use of advanced composite materials for the concrete structures design.” 2020. Web. 04 Mar 2021.

Vancouver:

Roček T. Využití moderních kompozitních materiálů při návrhu betonových konstrukcí: Use of advanced composite materials for the concrete structures design. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2021 Mar 04]. Available from: http://hdl.handle.net/11012/63023.

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

Council of Science Editors:

Roček T. Využití moderních kompozitních materiálů při návrhu betonových konstrukcí: Use of advanced composite materials for the concrete structures design. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/63023

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


Anna University

28. Sabapathy Y K. Experimental and analytical study on GFRP reinforced concrete deep beams.

Degree: Civil Engineering, 2013, Anna University

Corrosion of steel in reinforced concrete structures is one of the biggest challenges faced by the civil construction industry today. In reinforced concrete structures, corrosion… (more)

Subjects/Keywords: Reinforced concrete; Glass fiber reinforced polymer; Fiber reinforced polymer; Civil Engineering

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

APA (6th Edition):

K, S. Y. (2013). Experimental and analytical study on GFRP reinforced concrete deep beams. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/10080

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):

K, Sabapathy Y. “Experimental and analytical study on GFRP reinforced concrete deep beams.” 2013. Thesis, Anna University. Accessed March 04, 2021. http://shodhganga.inflibnet.ac.in/handle/10603/10080.

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

MLA Handbook (7th Edition):

K, Sabapathy Y. “Experimental and analytical study on GFRP reinforced concrete deep beams.” 2013. Web. 04 Mar 2021.

Vancouver:

K SY. Experimental and analytical study on GFRP reinforced concrete deep beams. [Internet] [Thesis]. Anna University; 2013. [cited 2021 Mar 04]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/10080.

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

Council of Science Editors:

K SY. Experimental and analytical study on GFRP reinforced concrete deep beams. [Thesis]. Anna University; 2013. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/10080

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

29. Kosmidou, Parthena - Maria. Μηχανισμοί αστοχίας και πειραματική διερεύνηση στοιχείων ωπλισμένου σκυροδέματος με προβλήματα διάτμησης.

Degree: 2020, Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ)

 The use of composite materials (Fiber Reinforced Polymers - FRP) as internal and strengthening reinforcement in concrete structural members is becoming increasingly apparent. The ageing… (more)

Subjects/Keywords: Δοκοί; Ακραίοι κόμβοι δοκού-υποστυλώματος; Ωπλισμένο σκυρόδεμα; Ινωπλισμένο σκυρόδεμα; Χαλύβδινες ίνες; Ράβδοι ΙΩΠ με ίνες άνθρακα; Κορδόνια με ίνες άνθρακα; Ενίσχυση; Διάτμηση; BEAMS; External beam-column joints; Reinforced concrete (RC); Steel fiber-reinforced concrete (SFRC); Carbon fiber-reinforced polymer (C-FRP) bars; Carbon fiber-reinforced polymer (C-FRP) ropes; Strengthening; Shear

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

APA (6th Edition):

Kosmidou, P. -. M. (2020). Μηχανισμοί αστοχίας και πειραματική διερεύνηση στοιχείων ωπλισμένου σκυροδέματος με προβλήματα διάτμησης. (Thesis). Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/48692

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):

Kosmidou, Parthena - Maria. “Μηχανισμοί αστοχίας και πειραματική διερεύνηση στοιχείων ωπλισμένου σκυροδέματος με προβλήματα διάτμησης.” 2020. Thesis, Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ). Accessed March 04, 2021. http://hdl.handle.net/10442/hedi/48692.

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

MLA Handbook (7th Edition):

Kosmidou, Parthena - Maria. “Μηχανισμοί αστοχίας και πειραματική διερεύνηση στοιχείων ωπλισμένου σκυροδέματος με προβλήματα διάτμησης.” 2020. Web. 04 Mar 2021.

Vancouver:

Kosmidou P-M. Μηχανισμοί αστοχίας και πειραματική διερεύνηση στοιχείων ωπλισμένου σκυροδέματος με προβλήματα διάτμησης. [Internet] [Thesis]. Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ); 2020. [cited 2021 Mar 04]. Available from: http://hdl.handle.net/10442/hedi/48692.

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

Council of Science Editors:

Kosmidou P-M. Μηχανισμοί αστοχίας και πειραματική διερεύνηση στοιχείων ωπλισμένου σκυροδέματος με προβλήματα διάτμησης. [Thesis]. Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ); 2020. Available from: http://hdl.handle.net/10442/hedi/48692

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


Brno University of Technology

30. Vašátko, David. Využití kompozitních materiálů při návrhu betonových konstrukcí: Use of composite materials for the design of concrete structures.

Degree: 2020, Brno University of Technology

 Composite reinforcement tends to be perspective material for construction reinforcing. Its application is suitable especially for areas with high level of environmental stress, or environment… (more)

Subjects/Keywords: kompozitní výztuž; FRP (Fiber Reinforced Polymer); nekovová výztuž; nerezová výztuž; prefabrikovaný dílec; nesouměrný průřez; požární odolnost; composite reinforcement; FRP (Fiber Reinforced Polymer); non-metallic reinforcement; stainless steel reinforcement; precast element; asymetrical cross-section; fire resistance

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

APA (6th Edition):

Vašátko, D. (2020). Využití kompozitních materiálů při návrhu betonových konstrukcí: Use of composite materials for the design of concrete structures. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/190819

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):

Vašátko, David. “Využití kompozitních materiálů při návrhu betonových konstrukcí: Use of composite materials for the design of concrete structures.” 2020. Thesis, Brno University of Technology. Accessed March 04, 2021. http://hdl.handle.net/11012/190819.

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

MLA Handbook (7th Edition):

Vašátko, David. “Využití kompozitních materiálů při návrhu betonových konstrukcí: Use of composite materials for the design of concrete structures.” 2020. Web. 04 Mar 2021.

Vancouver:

Vašátko D. Využití kompozitních materiálů při návrhu betonových konstrukcí: Use of composite materials for the design of concrete structures. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2021 Mar 04]. Available from: http://hdl.handle.net/11012/190819.

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

Council of Science Editors:

Vašátko D. Využití kompozitních materiálů při návrhu betonových konstrukcí: Use of composite materials for the design of concrete structures. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/190819

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

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