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You searched for subject:(pultruded structural beam). Showing records 1 – 5 of 5 total matches.

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Virginia Tech

1. Hayes, Michael David. Characterization and Modeling of a Fiber-Reinforced Polymeric Composite Structural Beam and Bridge Structure for Use in the Tom's Creek Bridge Rehabilitation Project.

Degree: MS, Engineering Mechanics, 1998, Virginia Tech

  Fiber reinforced polymeric (FRP) composite materials are beginning to find use in construction and infrastructure applications. Composite members may potentially provide more durable replacements… (more)

Subjects/Keywords: pultruded composites; pultruded structural shapes; hybrid composite beam; fiber-reinforced polymer (FRP); Composite materials; bridge rehabilitation; shear deformation

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

APA (6th Edition):

Hayes, M. D. (1998). Characterization and Modeling of a Fiber-Reinforced Polymeric Composite Structural Beam and Bridge Structure for Use in the Tom's Creek Bridge Rehabilitation Project. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35852

Chicago Manual of Style (16th Edition):

Hayes, Michael David. “Characterization and Modeling of a Fiber-Reinforced Polymeric Composite Structural Beam and Bridge Structure for Use in the Tom's Creek Bridge Rehabilitation Project.” 1998. Masters Thesis, Virginia Tech. Accessed September 30, 2020. http://hdl.handle.net/10919/35852.

MLA Handbook (7th Edition):

Hayes, Michael David. “Characterization and Modeling of a Fiber-Reinforced Polymeric Composite Structural Beam and Bridge Structure for Use in the Tom's Creek Bridge Rehabilitation Project.” 1998. Web. 30 Sep 2020.

Vancouver:

Hayes MD. Characterization and Modeling of a Fiber-Reinforced Polymeric Composite Structural Beam and Bridge Structure for Use in the Tom's Creek Bridge Rehabilitation Project. [Internet] [Masters thesis]. Virginia Tech; 1998. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10919/35852.

Council of Science Editors:

Hayes MD. Characterization and Modeling of a Fiber-Reinforced Polymeric Composite Structural Beam and Bridge Structure for Use in the Tom's Creek Bridge Rehabilitation Project. [Masters Thesis]. Virginia Tech; 1998. Available from: http://hdl.handle.net/10919/35852


Virginia Tech

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

Degree: MS, Civil Engineering, 2000, Virginia Tech

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

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

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

APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Neely, William Douglas. “Evaluation of the In-Servic Performance of the Tom's Creek Bridge.” 2000. Masters Thesis, Virginia Tech. Accessed September 30, 2020. http://hdl.handle.net/10919/33249.

MLA Handbook (7th Edition):

Neely, William Douglas. “Evaluation of the In-Servic Performance of the Tom's Creek Bridge.” 2000. Web. 30 Sep 2020.

Vancouver:

Neely WD. Evaluation of the In-Servic Performance of the Tom's Creek Bridge. [Internet] [Masters thesis]. Virginia Tech; 2000. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10919/33249.

Council of Science Editors:

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


Virginia Tech

3. Restrepo, Edgar Salom. Determination of AASHTO Bridge Design Parameters through Field Evaluation of the Rt. 601 Bridge: A Bridge Utilizing Strongwell 36 in. Fiber-Reinforced Polymer Double Web Beams as the Main Load Carrying Members.

Degree: MS, Civil Engineering, 2002, Virginia Tech

 The Route 601 Bridge in Sugar Grove, Virginia spans 39 ft over Dickey Creek. The Bridge is the first to use the Strongwell 36 in.… (more)

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

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

APA (6th Edition):

Restrepo, E. S. (2002). Determination of AASHTO Bridge Design Parameters through Field Evaluation of the Rt. 601 Bridge: A Bridge Utilizing Strongwell 36 in. Fiber-Reinforced Polymer Double Web Beams as the Main Load Carrying Members. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36182

Chicago Manual of Style (16th Edition):

Restrepo, Edgar Salom. “Determination of AASHTO Bridge Design Parameters through Field Evaluation of the Rt. 601 Bridge: A Bridge Utilizing Strongwell 36 in. Fiber-Reinforced Polymer Double Web Beams as the Main Load Carrying Members.” 2002. Masters Thesis, Virginia Tech. Accessed September 30, 2020. http://hdl.handle.net/10919/36182.

MLA Handbook (7th Edition):

Restrepo, Edgar Salom. “Determination of AASHTO Bridge Design Parameters through Field Evaluation of the Rt. 601 Bridge: A Bridge Utilizing Strongwell 36 in. Fiber-Reinforced Polymer Double Web Beams as the Main Load Carrying Members.” 2002. Web. 30 Sep 2020.

Vancouver:

Restrepo ES. Determination of AASHTO Bridge Design Parameters through Field Evaluation of the Rt. 601 Bridge: A Bridge Utilizing Strongwell 36 in. Fiber-Reinforced Polymer Double Web Beams as the Main Load Carrying Members. [Internet] [Masters thesis]. Virginia Tech; 2002. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10919/36182.

Council of Science Editors:

Restrepo ES. Determination of AASHTO Bridge Design Parameters through Field Evaluation of the Rt. 601 Bridge: A Bridge Utilizing Strongwell 36 in. Fiber-Reinforced Polymer Double Web Beams as the Main Load Carrying Members. [Masters Thesis]. Virginia Tech; 2002. Available from: http://hdl.handle.net/10919/36182


Virginia Tech

4. Schniepp, Timothy John. Design Manual Development for a Hybrid, FRP Double-Web Beam and Characterization of Shear Stiffness in FRP Composite Beams.

Degree: MS, Engineering Science and Mechanics, 2002, Virginia Tech

 Fiber-reinforced polymeric (FRP) composites are being considered for structural members in bridge construction as lighter, more durable alternatives to steel and concrete. Extensive testing and… (more)

Subjects/Keywords: hybrid composite beam; shear lag; Composite materials; shear deformation; FRP; kGA; pultruded structural shapes; shear stiffness

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

APA (6th Edition):

Schniepp, T. J. (2002). Design Manual Development for a Hybrid, FRP Double-Web Beam and Characterization of Shear Stiffness in FRP Composite Beams. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34550

Chicago Manual of Style (16th Edition):

Schniepp, Timothy John. “Design Manual Development for a Hybrid, FRP Double-Web Beam and Characterization of Shear Stiffness in FRP Composite Beams.” 2002. Masters Thesis, Virginia Tech. Accessed September 30, 2020. http://hdl.handle.net/10919/34550.

MLA Handbook (7th Edition):

Schniepp, Timothy John. “Design Manual Development for a Hybrid, FRP Double-Web Beam and Characterization of Shear Stiffness in FRP Composite Beams.” 2002. Web. 30 Sep 2020.

Vancouver:

Schniepp TJ. Design Manual Development for a Hybrid, FRP Double-Web Beam and Characterization of Shear Stiffness in FRP Composite Beams. [Internet] [Masters thesis]. Virginia Tech; 2002. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10919/34550.

Council of Science Editors:

Schniepp TJ. Design Manual Development for a Hybrid, FRP Double-Web Beam and Characterization of Shear Stiffness in FRP Composite Beams. [Masters Thesis]. Virginia Tech; 2002. Available from: http://hdl.handle.net/10919/34550


Virginia Tech

5. Waldron, Christopher J. Determination of the Design Parameters for the Route 601 Bridge: A Bridge Containing the Strongwell 36 inch Hybrid Composite Double Web Beam.

Degree: MS, Civil Engineering, 2001, Virginia Tech

 The Route 601 Bridge spans 39 ft over Dickey Creek in Sugar Grove, VA and represents the first use of Strongwell's 36 in. double web… (more)

Subjects/Keywords: fiber-reinforced polymer; hybrid composite beam; shear deformation; pultruded structural beam; FRP; bridge design; Composite materials; bolted deck-to-girder connection for composite bea

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Waldron, C. J. (2001). Determination of the Design Parameters for the Route 601 Bridge: A Bridge Containing the Strongwell 36 inch Hybrid Composite Double Web Beam. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34414

Chicago Manual of Style (16th Edition):

Waldron, Christopher J. “Determination of the Design Parameters for the Route 601 Bridge: A Bridge Containing the Strongwell 36 inch Hybrid Composite Double Web Beam.” 2001. Masters Thesis, Virginia Tech. Accessed September 30, 2020. http://hdl.handle.net/10919/34414.

MLA Handbook (7th Edition):

Waldron, Christopher J. “Determination of the Design Parameters for the Route 601 Bridge: A Bridge Containing the Strongwell 36 inch Hybrid Composite Double Web Beam.” 2001. Web. 30 Sep 2020.

Vancouver:

Waldron CJ. Determination of the Design Parameters for the Route 601 Bridge: A Bridge Containing the Strongwell 36 inch Hybrid Composite Double Web Beam. [Internet] [Masters thesis]. Virginia Tech; 2001. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10919/34414.

Council of Science Editors:

Waldron CJ. Determination of the Design Parameters for the Route 601 Bridge: A Bridge Containing the Strongwell 36 inch Hybrid Composite Double Web Beam. [Masters Thesis]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/34414

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