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You searched for subject:(fiber reinforced polymer). Showing records 1 – 30 of 207 total matches.

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Anna University

1. 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 September 30, 2020. 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. 30 Sep 2020.

Vancouver:

K SY. Experimental and analytical study on GFRP reinforced concrete deep beams. [Internet] [Thesis]. Anna University; 2013. [cited 2020 Sep 30]. 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


Kansas State University

2. Curnutt, Austin. Research on the mechanics of CFRP composite lap joints.

Degree: MS, Department of Architectural Engineering, 2017, Kansas State University

 For this thesis, research was performed on CFRP bonded composite lap-joints with one and two continuous laminas through the lap. Composite wraps used to retrofit… (more)

Subjects/Keywords: CFRP; Lap-joint; Carbon fiber reinforced polymer

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APA (6th Edition):

Curnutt, A. (2017). Research on the mechanics of CFRP composite lap joints. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/38191

Chicago Manual of Style (16th Edition):

Curnutt, Austin. “Research on the mechanics of CFRP composite lap joints.” 2017. Masters Thesis, Kansas State University. Accessed September 30, 2020. http://hdl.handle.net/2097/38191.

MLA Handbook (7th Edition):

Curnutt, Austin. “Research on the mechanics of CFRP composite lap joints.” 2017. Web. 30 Sep 2020.

Vancouver:

Curnutt A. Research on the mechanics of CFRP composite lap joints. [Internet] [Masters thesis]. Kansas State University; 2017. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/2097/38191.

Council of Science Editors:

Curnutt A. Research on the mechanics of CFRP composite lap joints. [Masters Thesis]. Kansas State University; 2017. Available from: http://hdl.handle.net/2097/38191


Anna University

3. Mathai, Jessy. Performance of retrofitted reinforced concrete columns subjected to cyclic loading.

Degree: Civil Engineering, 2013, Anna University

Most of the Indian buildings are vulnerable to seismic action due to improper reinforcement detailing within the beam-column joints. The reinforced concrete frames without seismic… (more)

Subjects/Keywords: Indian buildings; Glass Fiber Reinforced Polymer; Carbon Fibre Reinforced Polymer; Reinforced Concrete

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APA (6th Edition):

Mathai, J. (2013). Performance of retrofitted reinforced concrete columns subjected to cyclic loading. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/10090

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):

Mathai, Jessy. “Performance of retrofitted reinforced concrete columns subjected to cyclic loading.” 2013. Thesis, Anna University. Accessed September 30, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/10090.

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

MLA Handbook (7th Edition):

Mathai, Jessy. “Performance of retrofitted reinforced concrete columns subjected to cyclic loading.” 2013. Web. 30 Sep 2020.

Vancouver:

Mathai J. Performance of retrofitted reinforced concrete columns subjected to cyclic loading. [Internet] [Thesis]. Anna University; 2013. [cited 2020 Sep 30]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/10090.

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

Council of Science Editors:

Mathai J. Performance of retrofitted reinforced concrete columns subjected to cyclic loading. [Thesis]. Anna University; 2013. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/10090

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


Kansas State University

4. Foerster, Andrew S. Strengthening reinforced concrete bridge T-beams with CFRP sheets plus bi-directional GFRP U-wraps.

Degree: MS, Department of Civil Engineering, 2019, Kansas State University

 The use of externally bonded Fiber Reinforced Polymer (FRP) to strengthen concrete structures has become more common. As this continues to grow, research is needed… (more)

Subjects/Keywords: U-wrap; Fiber reinforced polymer; Strengthening reinforced concrete bridge beams

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

APA (6th Edition):

Foerster, A. S. (2019). Strengthening reinforced concrete bridge T-beams with CFRP sheets plus bi-directional GFRP U-wraps. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/39517

Chicago Manual of Style (16th Edition):

Foerster, Andrew S. “Strengthening reinforced concrete bridge T-beams with CFRP sheets plus bi-directional GFRP U-wraps.” 2019. Masters Thesis, Kansas State University. Accessed September 30, 2020. http://hdl.handle.net/2097/39517.

MLA Handbook (7th Edition):

Foerster, Andrew S. “Strengthening reinforced concrete bridge T-beams with CFRP sheets plus bi-directional GFRP U-wraps.” 2019. Web. 30 Sep 2020.

Vancouver:

Foerster AS. Strengthening reinforced concrete bridge T-beams with CFRP sheets plus bi-directional GFRP U-wraps. [Internet] [Masters thesis]. Kansas State University; 2019. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/2097/39517.

Council of Science Editors:

Foerster AS. Strengthening reinforced concrete bridge T-beams with CFRP sheets plus bi-directional GFRP U-wraps. [Masters Thesis]. Kansas State University; 2019. Available from: http://hdl.handle.net/2097/39517


Brno University of Technology

5. 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 September 30, 2020. 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. 30 Sep 2020.

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 2020 Sep 30]. 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


Addis Ababa University

6. Ermiyas Sisay, Ermiyas. DESIGN AND ANALYSIS OF THICK PARTITION WALL FOR BUILDING FROM LOCAL COMPOSITE “ENSET” FIBER .

Degree: 2012, Addis Ababa University

 Lack of resources and increasing environmental pollution has resulted in great interest of research in materials that are friendly to our health and environment. Polymer(more)

Subjects/Keywords: Polymer composites; natural fibers; “Enset”; fiber reinforced polymer composites

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

APA (6th Edition):

Ermiyas Sisay, E. (2012). DESIGN AND ANALYSIS OF THICK PARTITION WALL FOR BUILDING FROM LOCAL COMPOSITE “ENSET” FIBER . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4593

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):

Ermiyas Sisay, Ermiyas. “DESIGN AND ANALYSIS OF THICK PARTITION WALL FOR BUILDING FROM LOCAL COMPOSITE “ENSET” FIBER .” 2012. Thesis, Addis Ababa University. Accessed September 30, 2020. http://etd.aau.edu.et/dspace/handle/123456789/4593.

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

MLA Handbook (7th Edition):

Ermiyas Sisay, Ermiyas. “DESIGN AND ANALYSIS OF THICK PARTITION WALL FOR BUILDING FROM LOCAL COMPOSITE “ENSET” FIBER .” 2012. Web. 30 Sep 2020.

Vancouver:

Ermiyas Sisay E. DESIGN AND ANALYSIS OF THICK PARTITION WALL FOR BUILDING FROM LOCAL COMPOSITE “ENSET” FIBER . [Internet] [Thesis]. Addis Ababa University; 2012. [cited 2020 Sep 30]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4593.

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

Council of Science Editors:

Ermiyas Sisay E. DESIGN AND ANALYSIS OF THICK PARTITION WALL FOR BUILDING FROM LOCAL COMPOSITE “ENSET” FIBER . [Thesis]. Addis Ababa University; 2012. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4593

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


University of Houston

7. 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 September 30, 2020. 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. 30 Sep 2020.

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 2020 Sep 30]. 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

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

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 September 30, 2020. 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. 30 Sep 2020.

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 2020 Sep 30]. 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


University of Waterloo

9. 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 September 30, 2020. 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. 30 Sep 2020.

Vancouver:

Azam R. Behaviour of Shear-Critical Reinforced Concrete Beams Strengthened with Fiber Reinforced Cementitious Mortar. [Internet] [Thesis]. University of Waterloo; 2016. [cited 2020 Sep 30]. 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


Anna University

10. Vijayakumar, A. Seismic evaluation and appraisal of retrofitting techniques to reinforced concrete buildings; -.

Degree: Civil Engineering, 2014, Anna University

Coimbatore is a fast growing city in India which is located in seismic Zone III based on the IS 1893 Part I 2002 and base… (more)

Subjects/Keywords: Civil engineering; Glass fiber reinforced polymer; Reinforced concrete building; Retrofitting techniques; Seismic evaluation

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APA (6th Edition):

Vijayakumar, A. (2014). Seismic evaluation and appraisal of retrofitting techniques to reinforced concrete buildings; -. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/22867

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):

Vijayakumar, A. “Seismic evaluation and appraisal of retrofitting techniques to reinforced concrete buildings; -.” 2014. Thesis, Anna University. Accessed September 30, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/22867.

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

MLA Handbook (7th Edition):

Vijayakumar, A. “Seismic evaluation and appraisal of retrofitting techniques to reinforced concrete buildings; -.” 2014. Web. 30 Sep 2020.

Vancouver:

Vijayakumar A. Seismic evaluation and appraisal of retrofitting techniques to reinforced concrete buildings; -. [Internet] [Thesis]. Anna University; 2014. [cited 2020 Sep 30]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/22867.

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

Council of Science Editors:

Vijayakumar A. Seismic evaluation and appraisal of retrofitting techniques to reinforced concrete buildings; -. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/22867

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


University of Wollongong

11. Pham, Thong Minh. Confinement mechanism of FRP-confined concrete columns.

Degree: PhD, 2014, University of Wollongong

  Strengthening concrete columns by externally wrapping fibre reinforced polymer (FRP) around the perimeter of column sections is rapidly growing. This strengthening technique confines the… (more)

Subjects/Keywords: fiber reinforced polymer; confinement mechanism; reinforced concrete columns; concentric loads; eccentric loads

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

APA (6th Edition):

Pham, T. M. (2014). Confinement mechanism of FRP-confined concrete columns. (Doctoral Dissertation). University of Wollongong. Retrieved from 0905 CIVIL ENGINEERING ; https://ro.uow.edu.au/theses/4229

Chicago Manual of Style (16th Edition):

Pham, Thong Minh. “Confinement mechanism of FRP-confined concrete columns.” 2014. Doctoral Dissertation, University of Wollongong. Accessed September 30, 2020. 0905 CIVIL ENGINEERING ; https://ro.uow.edu.au/theses/4229.

MLA Handbook (7th Edition):

Pham, Thong Minh. “Confinement mechanism of FRP-confined concrete columns.” 2014. Web. 30 Sep 2020.

Vancouver:

Pham TM. Confinement mechanism of FRP-confined concrete columns. [Internet] [Doctoral dissertation]. University of Wollongong; 2014. [cited 2020 Sep 30]. Available from: 0905 CIVIL ENGINEERING ; https://ro.uow.edu.au/theses/4229.

Council of Science Editors:

Pham TM. Confinement mechanism of FRP-confined concrete columns. [Doctoral Dissertation]. University of Wollongong; 2014. Available from: 0905 CIVIL ENGINEERING ; https://ro.uow.edu.au/theses/4229


Louisiana State University

12. Hu, Dan. Efficient finite element modeling of reinforced concrete columns confined with fiber reinforced polymers.

Degree: MSCE, Civil and Environmental Engineering, 2012, Louisiana State University

Fiber reinforced polymer (FRP) composites have found extensive applications in the field of Civil Engineering due to their advantageous properties such as high strength-to-weight ratio… (more)

Subjects/Keywords: nonlinear material behavior; finite element method; confinement; fiber reinforced polymer composites; reinforced concrete

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APA (6th Edition):

Hu, D. (2012). Efficient finite element modeling of reinforced concrete columns confined with fiber reinforced polymers. (Masters Thesis). Louisiana State University. Retrieved from etd-11152012-103115 ; https://digitalcommons.lsu.edu/gradschool_theses/1712

Chicago Manual of Style (16th Edition):

Hu, Dan. “Efficient finite element modeling of reinforced concrete columns confined with fiber reinforced polymers.” 2012. Masters Thesis, Louisiana State University. Accessed September 30, 2020. etd-11152012-103115 ; https://digitalcommons.lsu.edu/gradschool_theses/1712.

MLA Handbook (7th Edition):

Hu, Dan. “Efficient finite element modeling of reinforced concrete columns confined with fiber reinforced polymers.” 2012. Web. 30 Sep 2020.

Vancouver:

Hu D. Efficient finite element modeling of reinforced concrete columns confined with fiber reinforced polymers. [Internet] [Masters thesis]. Louisiana State University; 2012. [cited 2020 Sep 30]. Available from: etd-11152012-103115 ; https://digitalcommons.lsu.edu/gradschool_theses/1712.

Council of Science Editors:

Hu D. Efficient finite element modeling of reinforced concrete columns confined with fiber reinforced polymers. [Masters Thesis]. Louisiana State University; 2012. Available from: etd-11152012-103115 ; https://digitalcommons.lsu.edu/gradschool_theses/1712


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 September 30, 2020. 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. 30 Sep 2020.

Vancouver:

Yussuf YA. FRP:s användning inom brokonstruktioner. [Internet] [Thesis]. KTH; 2019. [cited 2020 Sep 30]. 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


University of Arizona

14. Rivers, Roger Troy. Experimental Testing of CFRP Splays Bonded to Uniaxial Fabric .

Degree: 2014, University of Arizona

 The use of fiber reinforced polymers (FRP's) for structural repair or retrofit has increased significantly in the last decade, with adoption for civil infrastructure occurring… (more)

Subjects/Keywords: Carbon Fiber Reinforced Polymer; CFRP; Dowel; Splay; Tension; Civil Engineering; Anchor

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

APA (6th Edition):

Rivers, R. T. (2014). Experimental Testing of CFRP Splays Bonded to Uniaxial Fabric . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/321612

Chicago Manual of Style (16th Edition):

Rivers, Roger Troy. “Experimental Testing of CFRP Splays Bonded to Uniaxial Fabric .” 2014. Masters Thesis, University of Arizona. Accessed September 30, 2020. http://hdl.handle.net/10150/321612.

MLA Handbook (7th Edition):

Rivers, Roger Troy. “Experimental Testing of CFRP Splays Bonded to Uniaxial Fabric .” 2014. Web. 30 Sep 2020.

Vancouver:

Rivers RT. Experimental Testing of CFRP Splays Bonded to Uniaxial Fabric . [Internet] [Masters thesis]. University of Arizona; 2014. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10150/321612.

Council of Science Editors:

Rivers RT. Experimental Testing of CFRP Splays Bonded to Uniaxial Fabric . [Masters Thesis]. University of Arizona; 2014. Available from: http://hdl.handle.net/10150/321612


Stony Brook University

15. Huang, Chong. Surface Damage Detection of CFRP Laminates Using Inverse Analysis .

Degree: 2009, Stony Brook University

Subjects/Keywords: Carbon fiber reinforced polymer

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

APA (6th Edition):

Huang, C. (2009). Surface Damage Detection of CFRP Laminates Using Inverse Analysis . (Thesis). Stony Brook University. Retrieved from http://hdl.handle.net/1951/52232

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):

Huang, Chong. “Surface Damage Detection of CFRP Laminates Using Inverse Analysis .” 2009. Thesis, Stony Brook University. Accessed September 30, 2020. http://hdl.handle.net/1951/52232.

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

MLA Handbook (7th Edition):

Huang, Chong. “Surface Damage Detection of CFRP Laminates Using Inverse Analysis .” 2009. Web. 30 Sep 2020.

Vancouver:

Huang C. Surface Damage Detection of CFRP Laminates Using Inverse Analysis . [Internet] [Thesis]. Stony Brook University; 2009. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1951/52232.

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

Council of Science Editors:

Huang C. Surface Damage Detection of CFRP Laminates Using Inverse Analysis . [Thesis]. Stony Brook University; 2009. Available from: http://hdl.handle.net/1951/52232

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


Anna University

16. Nagasankar P. Dynamic characteristics of fiber reinforced polymer composite with and without interleaving of polypropylene honeycomb structure;.

Degree: Dynamic characteristics of fiber reinforced polymer composite with and without interleaving of polypropylene honeycomb structure, 2015, Anna University

In this research work the dynamic characteristics of fiber reinforced polymer FRP composites under the influence of various factors have been investigated from the theoretical… (more)

Subjects/Keywords: Fiber reinforced polymer; honeycomb structure; Mechanical engineering; Polypropylene; Polypropylene honeycomb structure

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

APA (6th Edition):

P, N. (2015). Dynamic characteristics of fiber reinforced polymer composite with and without interleaving of polypropylene honeycomb structure;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/49371

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):

P, Nagasankar. “Dynamic characteristics of fiber reinforced polymer composite with and without interleaving of polypropylene honeycomb structure;.” 2015. Thesis, Anna University. Accessed September 30, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/49371.

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

MLA Handbook (7th Edition):

P, Nagasankar. “Dynamic characteristics of fiber reinforced polymer composite with and without interleaving of polypropylene honeycomb structure;.” 2015. Web. 30 Sep 2020.

Vancouver:

P N. Dynamic characteristics of fiber reinforced polymer composite with and without interleaving of polypropylene honeycomb structure;. [Internet] [Thesis]. Anna University; 2015. [cited 2020 Sep 30]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/49371.

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

Council of Science Editors:

P N. Dynamic characteristics of fiber reinforced polymer composite with and without interleaving of polypropylene honeycomb structure;. [Thesis]. Anna University; 2015. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/49371

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


Penn State University

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

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 September 30, 2020. 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. 30 Sep 2020.

Vancouver:

Fuhrman DM. Field Performance of a New Fiber Reinforced Polymer Bridge Deck. [Internet] [Thesis]. Penn State University; 2013. [cited 2020 Sep 30]. 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


Penn State University

18. Ren, Baiyang. ADHESIVE BOND INSPECTION FOR COMPOSITES WITH ULTRASONIC GUIDED WAVES .

Degree: 2011, Penn State University

 Composite materials are increasingly used in aerospace industries as primary structure because of their low weight, high strength and stiffness, as well as resistance to… (more)

Subjects/Keywords: ultrasonic guided wave; nondestructive evaluation; adhesive bond; carbon-fiber-reinforced polymer

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

APA (6th Edition):

Ren, B. (2011). ADHESIVE BOND INSPECTION FOR COMPOSITES WITH ULTRASONIC GUIDED WAVES . (Thesis). Penn State University. Retrieved from https://submit-etda.libraries.psu.edu/catalog/12592

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):

Ren, Baiyang. “ADHESIVE BOND INSPECTION FOR COMPOSITES WITH ULTRASONIC GUIDED WAVES .” 2011. Thesis, Penn State University. Accessed September 30, 2020. https://submit-etda.libraries.psu.edu/catalog/12592.

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

MLA Handbook (7th Edition):

Ren, Baiyang. “ADHESIVE BOND INSPECTION FOR COMPOSITES WITH ULTRASONIC GUIDED WAVES .” 2011. Web. 30 Sep 2020.

Vancouver:

Ren B. ADHESIVE BOND INSPECTION FOR COMPOSITES WITH ULTRASONIC GUIDED WAVES . [Internet] [Thesis]. Penn State University; 2011. [cited 2020 Sep 30]. Available from: https://submit-etda.libraries.psu.edu/catalog/12592.

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

Council of Science Editors:

Ren B. ADHESIVE BOND INSPECTION FOR COMPOSITES WITH ULTRASONIC GUIDED WAVES . [Thesis]. Penn State University; 2011. Available from: https://submit-etda.libraries.psu.edu/catalog/12592

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


University of Miami

19. Claure, Guillermo G. Non-Traditional Shape GFRP Rebars for Concrete Reinforcement.

Degree: PhD, Civil, Architectural and Environmental Engineering (Engineering), 2015, University of Miami

 The use of glass-fiber-reinforced-polymer (GFRP) composites as internal reinforcement (rebars) for concrete structures has proven to be an alternative to traditional steel reinforcement due to… (more)

Subjects/Keywords: composites; concrete, glass-fiber-reinforced-polymer; rebar; reinforcement; fire-exposure

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

APA (6th Edition):

Claure, G. G. (2015). Non-Traditional Shape GFRP Rebars for Concrete Reinforcement. (Doctoral Dissertation). University of Miami. Retrieved from https://scholarlyrepository.miami.edu/oa_dissertations/1560

Chicago Manual of Style (16th Edition):

Claure, Guillermo G. “Non-Traditional Shape GFRP Rebars for Concrete Reinforcement.” 2015. Doctoral Dissertation, University of Miami. Accessed September 30, 2020. https://scholarlyrepository.miami.edu/oa_dissertations/1560.

MLA Handbook (7th Edition):

Claure, Guillermo G. “Non-Traditional Shape GFRP Rebars for Concrete Reinforcement.” 2015. Web. 30 Sep 2020.

Vancouver:

Claure GG. Non-Traditional Shape GFRP Rebars for Concrete Reinforcement. [Internet] [Doctoral dissertation]. University of Miami; 2015. [cited 2020 Sep 30]. Available from: https://scholarlyrepository.miami.edu/oa_dissertations/1560.

Council of Science Editors:

Claure GG. Non-Traditional Shape GFRP Rebars for Concrete Reinforcement. [Doctoral Dissertation]. University of Miami; 2015. Available from: https://scholarlyrepository.miami.edu/oa_dissertations/1560


University of Miami

20. Ozcoban, Ezgi. Comparison of Reinforced Concrete Bridge and Fiber Reinforced Polymer Bridge Using Life Cycle Assessment.

Degree: MS, Civil, Architectural and Environmental Engineering (Engineering), 2017, University of Miami

  Life Cycle Assessment (LCA) is an important tool assessing environmental impacts of the entire life cycle of a product or service. It provides an… (more)

Subjects/Keywords: Life Cycle Assessment; Fiber Reinforced Polymer; Carbon Emission; Embodied Energy

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APA (6th Edition):

Ozcoban, E. (2017). Comparison of Reinforced Concrete Bridge and Fiber Reinforced Polymer Bridge Using Life Cycle Assessment. (Thesis). University of Miami. Retrieved from https://scholarlyrepository.miami.edu/oa_theses/674

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):

Ozcoban, Ezgi. “Comparison of Reinforced Concrete Bridge and Fiber Reinforced Polymer Bridge Using Life Cycle Assessment.” 2017. Thesis, University of Miami. Accessed September 30, 2020. https://scholarlyrepository.miami.edu/oa_theses/674.

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

MLA Handbook (7th Edition):

Ozcoban, Ezgi. “Comparison of Reinforced Concrete Bridge and Fiber Reinforced Polymer Bridge Using Life Cycle Assessment.” 2017. Web. 30 Sep 2020.

Vancouver:

Ozcoban E. Comparison of Reinforced Concrete Bridge and Fiber Reinforced Polymer Bridge Using Life Cycle Assessment. [Internet] [Thesis]. University of Miami; 2017. [cited 2020 Sep 30]. Available from: https://scholarlyrepository.miami.edu/oa_theses/674.

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

Council of Science Editors:

Ozcoban E. Comparison of Reinforced Concrete Bridge and Fiber Reinforced Polymer Bridge Using Life Cycle Assessment. [Thesis]. University of Miami; 2017. Available from: https://scholarlyrepository.miami.edu/oa_theses/674

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


University of Houston

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

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

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 September 30, 2020. 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. 30 Sep 2020.

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 2020 Sep 30]. 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

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

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 September 30, 2020. 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. 30 Sep 2020.

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 2020 Sep 30]. 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

23. 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 (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 September 30, 2020. 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. 30 Sep 2020.

Vancouver:

Liu M. Reliability Analysis of Carbon Fiber Reinforced Polymer (CFRP) Strengthened Steel Beams. [Internet] [Doctoral dissertation]. University of Houston; 2017. [cited 2020 Sep 30]. 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

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

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 September 30, 2020. 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. 30 Sep 2020.

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 2020 Sep 30]. 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

25. 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 September 30, 2020. 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. 30 Sep 2020.

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 2020 Sep 30]. 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

26. Al-Rahmani, Ahmed Hamid Abdulrahman. Shear-flexure-axial load interaction in rectangular concrete bridge piers with or without FRP wrapping.

Degree: PhD, Department of Civil Engineering, 2015, Kansas State University

 Recent applications in reinforced concrete columns, including strengthening and extreme loading events, necessitate the development of specialized nonlinear analysis methods to predict the confined interaction… (more)

Subjects/Keywords: Rectangular concrete columns; Confinement; Shear; Fiber Reinforced Polymer; Civil Engineering (0543)

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APA (6th Edition):

Al-Rahmani, A. H. A. (2015). Shear-flexure-axial load interaction in rectangular concrete bridge piers with or without FRP wrapping. (Doctoral Dissertation). Kansas State University. Retrieved from http://hdl.handle.net/2097/18967

Chicago Manual of Style (16th Edition):

Al-Rahmani, Ahmed Hamid Abdulrahman. “Shear-flexure-axial load interaction in rectangular concrete bridge piers with or without FRP wrapping.” 2015. Doctoral Dissertation, Kansas State University. Accessed September 30, 2020. http://hdl.handle.net/2097/18967.

MLA Handbook (7th Edition):

Al-Rahmani, Ahmed Hamid Abdulrahman. “Shear-flexure-axial load interaction in rectangular concrete bridge piers with or without FRP wrapping.” 2015. Web. 30 Sep 2020.

Vancouver:

Al-Rahmani AHA. Shear-flexure-axial load interaction in rectangular concrete bridge piers with or without FRP wrapping. [Internet] [Doctoral dissertation]. Kansas State University; 2015. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/2097/18967.

Council of Science Editors:

Al-Rahmani AHA. Shear-flexure-axial load interaction in rectangular concrete bridge piers with or without FRP wrapping. [Doctoral Dissertation]. Kansas State University; 2015. Available from: http://hdl.handle.net/2097/18967


University of Toledo

27. Taylor, Bradley J. Fiber-Reinforced Polymer Honeycomb Bridge Deck Heating Evaluation.

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

  An experimental study was conducted concerning the use of bridge heating technology on a Fiber-Reinforced Polymer Honeycomb (FRPH) bridge deck. The main objective of… (more)

Subjects/Keywords: Civil Engineering; Fiber-Reinforced Polymer Honeycomb; FRPH; bridge deck heating; FRP; polymer concrete

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APA (6th Edition):

Taylor, B. J. (2009). Fiber-Reinforced Polymer Honeycomb Bridge Deck Heating Evaluation. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1260205596

Chicago Manual of Style (16th Edition):

Taylor, Bradley J. “Fiber-Reinforced Polymer Honeycomb Bridge Deck Heating Evaluation.” 2009. Masters Thesis, University of Toledo. Accessed September 30, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1260205596.

MLA Handbook (7th Edition):

Taylor, Bradley J. “Fiber-Reinforced Polymer Honeycomb Bridge Deck Heating Evaluation.” 2009. Web. 30 Sep 2020.

Vancouver:

Taylor BJ. Fiber-Reinforced Polymer Honeycomb Bridge Deck Heating Evaluation. [Internet] [Masters thesis]. University of Toledo; 2009. [cited 2020 Sep 30]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1260205596.

Council of Science Editors:

Taylor BJ. Fiber-Reinforced Polymer Honeycomb Bridge Deck Heating Evaluation. [Masters Thesis]. University of Toledo; 2009. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1260205596


Université de Sherbrooke

28. 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 September 30, 2020. 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. 30 Sep 2020.

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 2020 Sep 30]. 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

29. Paul theophilus rajakumar I. Online monitoring of drilling carbon fiber reinforced polymeric nanocomposite laminates using acoustic emission technique;.

Degree: Carbon fiber reinforced polymeric nanocomposite laminates using acoustic emission technique, 2014, Anna University

The broad area of this research is machining of Polymer Matrix newlineComposite (PMC). Composite materials can be defined as materials newlineconsisting of two or more… (more)

Subjects/Keywords: Carbon Fiber Reinforced Plastic; Carbon Nano Fibers; Carbon Nano Tubes; Fiber Reinforced Plastics; Mechanical Engineering; Polymer Matrix Composite

Page 1

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

APA (6th Edition):

I, P. t. r. (2014). Online monitoring of drilling carbon fiber reinforced polymeric nanocomposite laminates using acoustic emission technique;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/17559

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):

I, Paul theophilus rajakumar. “Online monitoring of drilling carbon fiber reinforced polymeric nanocomposite laminates using acoustic emission technique;.” 2014. Thesis, Anna University. Accessed September 30, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/17559.

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

MLA Handbook (7th Edition):

I, Paul theophilus rajakumar. “Online monitoring of drilling carbon fiber reinforced polymeric nanocomposite laminates using acoustic emission technique;.” 2014. Web. 30 Sep 2020.

Vancouver:

I Ptr. Online monitoring of drilling carbon fiber reinforced polymeric nanocomposite laminates using acoustic emission technique;. [Internet] [Thesis]. Anna University; 2014. [cited 2020 Sep 30]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/17559.

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

Council of Science Editors:

I Ptr. Online monitoring of drilling carbon fiber reinforced polymeric nanocomposite laminates using acoustic emission technique;. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/17559

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


Virginia Tech

30. Hofmann, John. Extension of the Method of Ellipses to Determining the Orientation of Long, Semi-flexible Fibers in Model 2- and 3-dimensional Geometries.

Degree: PhD, Macromolecular Science and Engineering, 2013, Virginia Tech

 The use of fiber-reinforced polymer composites formed via injection molding is of increasing interest due to their superior mechanical properties as compared to those of… (more)

Subjects/Keywords: Fiber Reinforced Polymer Composites; Short Glass Fibers; Long Glass Fibers; Fiber Orientation Distribution; Injection Molding; Method of Ellipses; Fiber Flexibility

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

APA (6th Edition):

Hofmann, J. (2013). Extension of the Method of Ellipses to Determining the Orientation of Long, Semi-flexible Fibers in Model 2- and 3-dimensional Geometries. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/23921

Chicago Manual of Style (16th Edition):

Hofmann, John. “Extension of the Method of Ellipses to Determining the Orientation of Long, Semi-flexible Fibers in Model 2- and 3-dimensional Geometries.” 2013. Doctoral Dissertation, Virginia Tech. Accessed September 30, 2020. http://hdl.handle.net/10919/23921.

MLA Handbook (7th Edition):

Hofmann, John. “Extension of the Method of Ellipses to Determining the Orientation of Long, Semi-flexible Fibers in Model 2- and 3-dimensional Geometries.” 2013. Web. 30 Sep 2020.

Vancouver:

Hofmann J. Extension of the Method of Ellipses to Determining the Orientation of Long, Semi-flexible Fibers in Model 2- and 3-dimensional Geometries. [Internet] [Doctoral dissertation]. Virginia Tech; 2013. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10919/23921.

Council of Science Editors:

Hofmann J. Extension of the Method of Ellipses to Determining the Orientation of Long, Semi-flexible Fibers in Model 2- and 3-dimensional Geometries. [Doctoral Dissertation]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/23921

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