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You searched for subject:(Prestressed concrete girders). Showing records 1 – 30 of 44 total matches.

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Utah State University

1. Higgs, Arek Tilmann. Shear and Flexural Capacity of High Strength Prestressed Concrete Bridge Girders.

Degree: MS, Civil and Environmental Engineering, 2013, Utah State University

  The section of highway over the 400 South roadway in Orem, Utah is made up of two separate three span bridges. The bridges were… (more)

Subjects/Keywords: bridge; concrete; girders; prestressed; Engineering

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APA (6th Edition):

Higgs, A. T. (2013). Shear and Flexural Capacity of High Strength Prestressed Concrete Bridge Girders. (Masters Thesis). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/1757

Chicago Manual of Style (16th Edition):

Higgs, Arek Tilmann. “Shear and Flexural Capacity of High Strength Prestressed Concrete Bridge Girders.” 2013. Masters Thesis, Utah State University. Accessed February 27, 2021. https://digitalcommons.usu.edu/etd/1757.

MLA Handbook (7th Edition):

Higgs, Arek Tilmann. “Shear and Flexural Capacity of High Strength Prestressed Concrete Bridge Girders.” 2013. Web. 27 Feb 2021.

Vancouver:

Higgs AT. Shear and Flexural Capacity of High Strength Prestressed Concrete Bridge Girders. [Internet] [Masters thesis]. Utah State University; 2013. [cited 2021 Feb 27]. Available from: https://digitalcommons.usu.edu/etd/1757.

Council of Science Editors:

Higgs AT. Shear and Flexural Capacity of High Strength Prestressed Concrete Bridge Girders. [Masters Thesis]. Utah State University; 2013. Available from: https://digitalcommons.usu.edu/etd/1757


Montana State University

2. Vira, Khimji N. Energy dissipation in prestressed concrete beams.

Degree: MS, College of Engineering, 1964, Montana State University

Subjects/Keywords: Girders.; Prestressed concrete.

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APA (6th Edition):

Vira, K. N. (1964). Energy dissipation in prestressed concrete beams. (Masters Thesis). Montana State University. Retrieved from https://scholarworks.montana.edu/xmlui/handle/1/6265

Chicago Manual of Style (16th Edition):

Vira, Khimji N. “Energy dissipation in prestressed concrete beams.” 1964. Masters Thesis, Montana State University. Accessed February 27, 2021. https://scholarworks.montana.edu/xmlui/handle/1/6265.

MLA Handbook (7th Edition):

Vira, Khimji N. “Energy dissipation in prestressed concrete beams.” 1964. Web. 27 Feb 2021.

Vancouver:

Vira KN. Energy dissipation in prestressed concrete beams. [Internet] [Masters thesis]. Montana State University; 1964. [cited 2021 Feb 27]. Available from: https://scholarworks.montana.edu/xmlui/handle/1/6265.

Council of Science Editors:

Vira KN. Energy dissipation in prestressed concrete beams. [Masters Thesis]. Montana State University; 1964. Available from: https://scholarworks.montana.edu/xmlui/handle/1/6265


University of Hong Kong

3. Chung, Hung-wan. Ultimate strength and deformation of rectangular prestressed concrete beams subjected to combined bending and shear.

Degree: 1963, University of Hong Kong

Subjects/Keywords: Prestressed concrete.; Girders.

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APA (6th Edition):

Chung, H. (1963). Ultimate strength and deformation of rectangular prestressed concrete beams subjected to combined bending and shear. (Thesis). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/36985

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):

Chung, Hung-wan. “Ultimate strength and deformation of rectangular prestressed concrete beams subjected to combined bending and shear.” 1963. Thesis, University of Hong Kong. Accessed February 27, 2021. http://hdl.handle.net/10722/36985.

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

MLA Handbook (7th Edition):

Chung, Hung-wan. “Ultimate strength and deformation of rectangular prestressed concrete beams subjected to combined bending and shear.” 1963. Web. 27 Feb 2021.

Vancouver:

Chung H. Ultimate strength and deformation of rectangular prestressed concrete beams subjected to combined bending and shear. [Internet] [Thesis]. University of Hong Kong; 1963. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/10722/36985.

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

Council of Science Editors:

Chung H. Ultimate strength and deformation of rectangular prestressed concrete beams subjected to combined bending and shear. [Thesis]. University of Hong Kong; 1963. Available from: http://hdl.handle.net/10722/36985

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


Kansas State University

4. Kramer, Kimberly Waggle. Load-deflection response of prestressed concrete beams strengthened with FRP: a comprehensive perspective.

Degree: PhD, Department of Civil Engineering, 2020, Kansas State University

 Currently, degradation of pretensioned prestressed reinforced concrete (PRC) bridge structures is a serious problem in the United States of America. Since 2000, the use of… (more)

Subjects/Keywords: FRP; Prestressed Concrete Girders; Deflection; Moment-Curvature

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APA (6th Edition):

Kramer, K. W. (2020). Load-deflection response of prestressed concrete beams strengthened with FRP: a comprehensive perspective. (Doctoral Dissertation). Kansas State University. Retrieved from http://hdl.handle.net/2097/40918

Chicago Manual of Style (16th Edition):

Kramer, Kimberly Waggle. “Load-deflection response of prestressed concrete beams strengthened with FRP: a comprehensive perspective.” 2020. Doctoral Dissertation, Kansas State University. Accessed February 27, 2021. http://hdl.handle.net/2097/40918.

MLA Handbook (7th Edition):

Kramer, Kimberly Waggle. “Load-deflection response of prestressed concrete beams strengthened with FRP: a comprehensive perspective.” 2020. Web. 27 Feb 2021.

Vancouver:

Kramer KW. Load-deflection response of prestressed concrete beams strengthened with FRP: a comprehensive perspective. [Internet] [Doctoral dissertation]. Kansas State University; 2020. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/2097/40918.

Council of Science Editors:

Kramer KW. Load-deflection response of prestressed concrete beams strengthened with FRP: a comprehensive perspective. [Doctoral Dissertation]. Kansas State University; 2020. Available from: http://hdl.handle.net/2097/40918


Texas A&M University

5. Terzioglu, Tevfik. Behavior and Design of Spread Prestressed Concrete Slab Beam Bridges.

Degree: PhD, Civil Engineering, 2015, Texas A&M University

 The Texas Department of Transportation (TxDOT) uses precast prestressed concrete slab beam bridges in a side-by-side configuration for short span bridges in low clearance areas.… (more)

Subjects/Keywords: Precast Prestressed Concrete; Bridge Girders; Spread Slab Beams; Load Distribution Factors

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APA (6th Edition):

Terzioglu, T. (2015). Behavior and Design of Spread Prestressed Concrete Slab Beam Bridges. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/156387

Chicago Manual of Style (16th Edition):

Terzioglu, Tevfik. “Behavior and Design of Spread Prestressed Concrete Slab Beam Bridges.” 2015. Doctoral Dissertation, Texas A&M University. Accessed February 27, 2021. http://hdl.handle.net/1969.1/156387.

MLA Handbook (7th Edition):

Terzioglu, Tevfik. “Behavior and Design of Spread Prestressed Concrete Slab Beam Bridges.” 2015. Web. 27 Feb 2021.

Vancouver:

Terzioglu T. Behavior and Design of Spread Prestressed Concrete Slab Beam Bridges. [Internet] [Doctoral dissertation]. Texas A&M University; 2015. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/1969.1/156387.

Council of Science Editors:

Terzioglu T. Behavior and Design of Spread Prestressed Concrete Slab Beam Bridges. [Doctoral Dissertation]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/156387


University of Illinois – Urbana-Champaign

6. Pozolo, Andrew M. Transfer and Development Lengths of Steel Strands in Full-Scale Prestressed Self-Consolidating Concrete Bridge Girders.

Degree: MS, 0106, 2011, University of Illinois – Urbana-Champaign

 Self-consolidating concrete (SCC) is a workable yet stable concrete which flows easily and consolidates under its own weight. Its unique properties can substantially reduce the… (more)

Subjects/Keywords: Self-consolidating concrete; prestressed concrete; seven-wire strand; pullout; transfer length; development length; hollow box girders; I-girders; finite element analysis

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APA (6th Edition):

Pozolo, A. M. (2011). Transfer and Development Lengths of Steel Strands in Full-Scale Prestressed Self-Consolidating Concrete Bridge Girders. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/18443

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):

Pozolo, Andrew M. “Transfer and Development Lengths of Steel Strands in Full-Scale Prestressed Self-Consolidating Concrete Bridge Girders.” 2011. Thesis, University of Illinois – Urbana-Champaign. Accessed February 27, 2021. http://hdl.handle.net/2142/18443.

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

MLA Handbook (7th Edition):

Pozolo, Andrew M. “Transfer and Development Lengths of Steel Strands in Full-Scale Prestressed Self-Consolidating Concrete Bridge Girders.” 2011. Web. 27 Feb 2021.

Vancouver:

Pozolo AM. Transfer and Development Lengths of Steel Strands in Full-Scale Prestressed Self-Consolidating Concrete Bridge Girders. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2011. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/2142/18443.

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

Council of Science Editors:

Pozolo AM. Transfer and Development Lengths of Steel Strands in Full-Scale Prestressed Self-Consolidating Concrete Bridge Girders. [Thesis]. University of Illinois – Urbana-Champaign; 2011. Available from: http://hdl.handle.net/2142/18443

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


University of Florida

7. Branson, Dan Earle, 1928-. Time-dependent effects in non-composite and composite prestressed concrete beams.

Degree: 1960, University of Florida

Subjects/Keywords: Prestressed concrete; Girders; Structural Engineering thesis Ph. D; Girders. ( fast ); Prestressed concrete. ( fast )

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APA (6th Edition):

Branson, Dan Earle, 1. (1960). Time-dependent effects in non-composite and composite prestressed concrete beams. (Thesis). University of Florida. Retrieved from https://ufdc.ufl.edu/AA00064573

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):

Branson, Dan Earle, 1928-. “Time-dependent effects in non-composite and composite prestressed concrete beams.” 1960. Thesis, University of Florida. Accessed February 27, 2021. https://ufdc.ufl.edu/AA00064573.

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

MLA Handbook (7th Edition):

Branson, Dan Earle, 1928-. “Time-dependent effects in non-composite and composite prestressed concrete beams.” 1960. Web. 27 Feb 2021.

Vancouver:

Branson, Dan Earle 1. Time-dependent effects in non-composite and composite prestressed concrete beams. [Internet] [Thesis]. University of Florida; 1960. [cited 2021 Feb 27]. Available from: https://ufdc.ufl.edu/AA00064573.

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

Council of Science Editors:

Branson, Dan Earle 1. Time-dependent effects in non-composite and composite prestressed concrete beams. [Thesis]. University of Florida; 1960. Available from: https://ufdc.ufl.edu/AA00064573

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


University of Houston

8. Labib, Emad. Shear Behavior and Design of High Strength Concrete Prestressed Bridge Girders.

Degree: PhD, Civil Engineering, 2012, University of Houston

 A simple semi-empirical set of equations was developed at the University of Houston (UH) to predict the shear strength of PC I-girders with normal-strength concrete.… (more)

Subjects/Keywords: High strength concrete; Prestressed I-Girders; Shear; Bond; Large scale tests; Civil engineering

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APA (6th Edition):

Labib, E. (2012). Shear Behavior and Design of High Strength Concrete Prestressed Bridge Girders. (Doctoral Dissertation). University of Houston. Retrieved from http://hdl.handle.net/10657/828

Chicago Manual of Style (16th Edition):

Labib, Emad. “Shear Behavior and Design of High Strength Concrete Prestressed Bridge Girders.” 2012. Doctoral Dissertation, University of Houston. Accessed February 27, 2021. http://hdl.handle.net/10657/828.

MLA Handbook (7th Edition):

Labib, Emad. “Shear Behavior and Design of High Strength Concrete Prestressed Bridge Girders.” 2012. Web. 27 Feb 2021.

Vancouver:

Labib E. Shear Behavior and Design of High Strength Concrete Prestressed Bridge Girders. [Internet] [Doctoral dissertation]. University of Houston; 2012. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/10657/828.

Council of Science Editors:

Labib E. Shear Behavior and Design of High Strength Concrete Prestressed Bridge Girders. [Doctoral Dissertation]. University of Houston; 2012. Available from: http://hdl.handle.net/10657/828


University of Houston

9. Kapadia, Aadit. Shear Behavior of Prestressed Concrete Girders and Structural Health monitoring using Fiber Bragg Grating Sensors.

Degree: MSin Civil Engineering, Civil Engineering, 2013, University of Houston

 This research deals with six Prestressed girders that were tested to observe the shear behavior and investigate the failure mode. Three of the girders had… (more)

Subjects/Keywords: Concrete; Beams; Bridge; Girders; Shear; Prestressed; FBG; Bond slip; SHM; Civil engineering

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APA (6th Edition):

Kapadia, A. (2013). Shear Behavior of Prestressed Concrete Girders and Structural Health monitoring using Fiber Bragg Grating Sensors. (Masters Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/1088

Chicago Manual of Style (16th Edition):

Kapadia, Aadit. “Shear Behavior of Prestressed Concrete Girders and Structural Health monitoring using Fiber Bragg Grating Sensors.” 2013. Masters Thesis, University of Houston. Accessed February 27, 2021. http://hdl.handle.net/10657/1088.

MLA Handbook (7th Edition):

Kapadia, Aadit. “Shear Behavior of Prestressed Concrete Girders and Structural Health monitoring using Fiber Bragg Grating Sensors.” 2013. Web. 27 Feb 2021.

Vancouver:

Kapadia A. Shear Behavior of Prestressed Concrete Girders and Structural Health monitoring using Fiber Bragg Grating Sensors. [Internet] [Masters thesis]. University of Houston; 2013. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/10657/1088.

Council of Science Editors:

Kapadia A. Shear Behavior of Prestressed Concrete Girders and Structural Health monitoring using Fiber Bragg Grating Sensors. [Masters Thesis]. University of Houston; 2013. Available from: http://hdl.handle.net/10657/1088


Georgia Tech

10. Canfield, Scott Robinson. Full Scale Testing of Prestressed, High Performance Concrete, Bridge Girders.

Degree: MS, Civil and Environmental Engineering, 2005, Georgia Tech

 The objective of this research was to evaluate the current design specifications for use on prestressed, High Performance Concrete (HPC) bridge girders. An AASHTO Type… (more)

Subjects/Keywords: Bridge girders; Prestressed; High performance concrete

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APA (6th Edition):

Canfield, S. R. (2005). Full Scale Testing of Prestressed, High Performance Concrete, Bridge Girders. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/7131

Chicago Manual of Style (16th Edition):

Canfield, Scott Robinson. “Full Scale Testing of Prestressed, High Performance Concrete, Bridge Girders.” 2005. Masters Thesis, Georgia Tech. Accessed February 27, 2021. http://hdl.handle.net/1853/7131.

MLA Handbook (7th Edition):

Canfield, Scott Robinson. “Full Scale Testing of Prestressed, High Performance Concrete, Bridge Girders.” 2005. Web. 27 Feb 2021.

Vancouver:

Canfield SR. Full Scale Testing of Prestressed, High Performance Concrete, Bridge Girders. [Internet] [Masters thesis]. Georgia Tech; 2005. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/1853/7131.

Council of Science Editors:

Canfield SR. Full Scale Testing of Prestressed, High Performance Concrete, Bridge Girders. [Masters Thesis]. Georgia Tech; 2005. Available from: http://hdl.handle.net/1853/7131


Louisiana State University

11. Chebole, Veeravenkata S Murthy. Long-term continuity moment assessment in prestressed concrete girder bridges.

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

 Use of new materials, developing new structural systems, and improving construction details while designing bridges with longer spans has been a continuous challenge for bridge… (more)

Subjects/Keywords: Continuous Bridges; Prestressed Concrete; Restraint Moment; Secondary Moment in Bridge Girders; Structural Benefits from Continuity

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APA (6th Edition):

Chebole, V. S. M. (2011). Long-term continuity moment assessment in prestressed concrete girder bridges. (Masters Thesis). Louisiana State University. Retrieved from etd-04052011-195831 ; https://digitalcommons.lsu.edu/gradschool_theses/1598

Chicago Manual of Style (16th Edition):

Chebole, Veeravenkata S Murthy. “Long-term continuity moment assessment in prestressed concrete girder bridges.” 2011. Masters Thesis, Louisiana State University. Accessed February 27, 2021. etd-04052011-195831 ; https://digitalcommons.lsu.edu/gradschool_theses/1598.

MLA Handbook (7th Edition):

Chebole, Veeravenkata S Murthy. “Long-term continuity moment assessment in prestressed concrete girder bridges.” 2011. Web. 27 Feb 2021.

Vancouver:

Chebole VSM. Long-term continuity moment assessment in prestressed concrete girder bridges. [Internet] [Masters thesis]. Louisiana State University; 2011. [cited 2021 Feb 27]. Available from: etd-04052011-195831 ; https://digitalcommons.lsu.edu/gradschool_theses/1598.

Council of Science Editors:

Chebole VSM. Long-term continuity moment assessment in prestressed concrete girder bridges. [Masters Thesis]. Louisiana State University; 2011. Available from: etd-04052011-195831 ; https://digitalcommons.lsu.edu/gradschool_theses/1598


Virginia Tech

12. Al Rufaydah, Abdullah Saeed. Shear Strength Assessment of Corrosion-Damaged Prestressed Concrete Girders.

Degree: MS, Civil Engineering, 2021, Virginia Tech

 Many bridges in the United States were built using longitudinal members, called girders, made of prestressed concrete. In prestressed concrete, because concrete cannot resist high… (more)

Subjects/Keywords: Corrosion Damage; Shear strength; Prestressed concrete girders; Bridges; Forensic engineering; Residual shear strength

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APA (6th Edition):

Al Rufaydah, A. S. (2021). Shear Strength Assessment of Corrosion-Damaged Prestressed Concrete Girders. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/101848

Chicago Manual of Style (16th Edition):

Al Rufaydah, Abdullah Saeed. “Shear Strength Assessment of Corrosion-Damaged Prestressed Concrete Girders.” 2021. Masters Thesis, Virginia Tech. Accessed February 27, 2021. http://hdl.handle.net/10919/101848.

MLA Handbook (7th Edition):

Al Rufaydah, Abdullah Saeed. “Shear Strength Assessment of Corrosion-Damaged Prestressed Concrete Girders.” 2021. Web. 27 Feb 2021.

Vancouver:

Al Rufaydah AS. Shear Strength Assessment of Corrosion-Damaged Prestressed Concrete Girders. [Internet] [Masters thesis]. Virginia Tech; 2021. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/10919/101848.

Council of Science Editors:

Al Rufaydah AS. Shear Strength Assessment of Corrosion-Damaged Prestressed Concrete Girders. [Masters Thesis]. Virginia Tech; 2021. Available from: http://hdl.handle.net/10919/101848


Georgia Tech

13. Haines, Robert Anthony. Shear Testing of Prestressed High Performance Concrete Bridge Girders.

Degree: MS, Civil and Environmental Engineering, 2005, Georgia Tech

 This report details the design and construction of an AASHTO Type IV prestressed girder and a PCI BT-56 prestressed girder. It also details the shear… (more)

Subjects/Keywords: Shear; Concrete; Prestressed; Girders; High performance; Shear (Mechanics) Testing; Prestressed concrete Testing; Prestressed concrete beams Testing; Girders Testing; Bridges, Concrete Testing

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

APA (6th Edition):

Haines, R. A. (2005). Shear Testing of Prestressed High Performance Concrete Bridge Girders. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/7120

Chicago Manual of Style (16th Edition):

Haines, Robert Anthony. “Shear Testing of Prestressed High Performance Concrete Bridge Girders.” 2005. Masters Thesis, Georgia Tech. Accessed February 27, 2021. http://hdl.handle.net/1853/7120.

MLA Handbook (7th Edition):

Haines, Robert Anthony. “Shear Testing of Prestressed High Performance Concrete Bridge Girders.” 2005. Web. 27 Feb 2021.

Vancouver:

Haines RA. Shear Testing of Prestressed High Performance Concrete Bridge Girders. [Internet] [Masters thesis]. Georgia Tech; 2005. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/1853/7120.

Council of Science Editors:

Haines RA. Shear Testing of Prestressed High Performance Concrete Bridge Girders. [Masters Thesis]. Georgia Tech; 2005. Available from: http://hdl.handle.net/1853/7120


Virginia Tech

14. Nassar, Adil J. Investigation of Transfer Length, Development Length, Flexural Strength and Prestress Loss Trend in Fully Bonded High Strength Lightweight Prestressed Girders.

Degree: MS, Civil Engineering, 2002, Virginia Tech

 Encouraged by the performance of high performance normal weight composite girders, Virginia Department of Transportation has sought to exploit the use of high strength lightweight… (more)

Subjects/Keywords: Ligthweight Concrete Prestressed Girders; High Performance Lightweight Concrete Prestressed; Transfer Length; Development Length

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APA (6th Edition):

Nassar, A. J. (2002). Investigation of Transfer Length, Development Length, Flexural Strength and Prestress Loss Trend in Fully Bonded High Strength Lightweight Prestressed Girders. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/32941

Chicago Manual of Style (16th Edition):

Nassar, Adil J. “Investigation of Transfer Length, Development Length, Flexural Strength and Prestress Loss Trend in Fully Bonded High Strength Lightweight Prestressed Girders.” 2002. Masters Thesis, Virginia Tech. Accessed February 27, 2021. http://hdl.handle.net/10919/32941.

MLA Handbook (7th Edition):

Nassar, Adil J. “Investigation of Transfer Length, Development Length, Flexural Strength and Prestress Loss Trend in Fully Bonded High Strength Lightweight Prestressed Girders.” 2002. Web. 27 Feb 2021.

Vancouver:

Nassar AJ. Investigation of Transfer Length, Development Length, Flexural Strength and Prestress Loss Trend in Fully Bonded High Strength Lightweight Prestressed Girders. [Internet] [Masters thesis]. Virginia Tech; 2002. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/10919/32941.

Council of Science Editors:

Nassar AJ. Investigation of Transfer Length, Development Length, Flexural Strength and Prestress Loss Trend in Fully Bonded High Strength Lightweight Prestressed Girders. [Masters Thesis]. Virginia Tech; 2002. Available from: http://hdl.handle.net/10919/32941


University of Michigan

15. Yanaka, Makoto. Reliability -based criteria for corrosion in prestressed concrete bridge girders.

Degree: PhD, Civil engineering, 2004, University of Michigan

 Probability concepts make it possible to take into account the distribution of the loads that may include environmental loads and resistances. This concept also makes… (more)

Subjects/Keywords: Bridge; Concrete; Corrosion; Girders; Prestressed; Reliability-based Criteria

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APA (6th Edition):

Yanaka, M. (2004). Reliability -based criteria for corrosion in prestressed concrete bridge girders. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/124597

Chicago Manual of Style (16th Edition):

Yanaka, Makoto. “Reliability -based criteria for corrosion in prestressed concrete bridge girders.” 2004. Doctoral Dissertation, University of Michigan. Accessed February 27, 2021. http://hdl.handle.net/2027.42/124597.

MLA Handbook (7th Edition):

Yanaka, Makoto. “Reliability -based criteria for corrosion in prestressed concrete bridge girders.” 2004. Web. 27 Feb 2021.

Vancouver:

Yanaka M. Reliability -based criteria for corrosion in prestressed concrete bridge girders. [Internet] [Doctoral dissertation]. University of Michigan; 2004. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/2027.42/124597.

Council of Science Editors:

Yanaka M. Reliability -based criteria for corrosion in prestressed concrete bridge girders. [Doctoral Dissertation]. University of Michigan; 2004. Available from: http://hdl.handle.net/2027.42/124597


Iowa State University

16. VanHorn, David Alan. Strength in shear of prestressed concrete I-beams.

Degree: 1959, Iowa State University

Subjects/Keywords: Prestressed concrete; Girders – Testing; Structural Engineering; Civil Engineering

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APA (6th Edition):

VanHorn, D. A. (1959). Strength in shear of prestressed concrete I-beams. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/rtd/2599

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):

VanHorn, David Alan. “Strength in shear of prestressed concrete I-beams.” 1959. Thesis, Iowa State University. Accessed February 27, 2021. https://lib.dr.iastate.edu/rtd/2599.

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

MLA Handbook (7th Edition):

VanHorn, David Alan. “Strength in shear of prestressed concrete I-beams.” 1959. Web. 27 Feb 2021.

Vancouver:

VanHorn DA. Strength in shear of prestressed concrete I-beams. [Internet] [Thesis]. Iowa State University; 1959. [cited 2021 Feb 27]. Available from: https://lib.dr.iastate.edu/rtd/2599.

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

Council of Science Editors:

VanHorn DA. Strength in shear of prestressed concrete I-beams. [Thesis]. Iowa State University; 1959. Available from: https://lib.dr.iastate.edu/rtd/2599

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


Georgia Tech

17. Kelly, Patrick James. Bearing Zone Cracking of Precast Prestressed Concrete Bridge Girders.

Degree: MS, Civil and Environmental Engineering, 2007, Georgia Tech

 This thesis presents the results of a research project that tested five friction reducing techniques on the bearing ends of precast prestressed concrete bridge girders.… (more)

Subjects/Keywords: Concrete bridge girders; Prestressed; Precast; Bearing zone cracking

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

APA (6th Edition):

Kelly, P. J. (2007). Bearing Zone Cracking of Precast Prestressed Concrete Bridge Girders. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/14555

Chicago Manual of Style (16th Edition):

Kelly, Patrick James. “Bearing Zone Cracking of Precast Prestressed Concrete Bridge Girders.” 2007. Masters Thesis, Georgia Tech. Accessed February 27, 2021. http://hdl.handle.net/1853/14555.

MLA Handbook (7th Edition):

Kelly, Patrick James. “Bearing Zone Cracking of Precast Prestressed Concrete Bridge Girders.” 2007. Web. 27 Feb 2021.

Vancouver:

Kelly PJ. Bearing Zone Cracking of Precast Prestressed Concrete Bridge Girders. [Internet] [Masters thesis]. Georgia Tech; 2007. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/1853/14555.

Council of Science Editors:

Kelly PJ. Bearing Zone Cracking of Precast Prestressed Concrete Bridge Girders. [Masters Thesis]. Georgia Tech; 2007. Available from: http://hdl.handle.net/1853/14555

18. Mohammed, Safiuddin Adil. Impact of AASHTO LRFD bridge design specifications on the design of Type C and AASHTO Type IV girder bridges.

Degree: MS, Civil Engineering, 2007, Texas A&M University

 This research study is aimed at assisting the Texas Department of Transportation (TxDOT) in making a transition from the use of the AASHTO Standard Specifications… (more)

Subjects/Keywords: Prestressed concrete bridge; AASHTO Type IV girders

…Significant Differences between Design Provisions for I-Shaped Prestressed Concrete Bridge Girders… …Specifications on the design of prestressed concrete bridge girders for various limit states is… …Type IV prestressed concrete bridge girders, which are widely used in the state of Texas and… …Prestressed Concrete Bridge Girders The check for compressive stress in the prestressed concrete… …prestressed concrete girders are typically not governed by ultimate limit state. The number of… 

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APA (6th Edition):

Mohammed, S. A. (2007). Impact of AASHTO LRFD bridge design specifications on the design of Type C and AASHTO Type IV girder bridges. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/4841

Chicago Manual of Style (16th Edition):

Mohammed, Safiuddin Adil. “Impact of AASHTO LRFD bridge design specifications on the design of Type C and AASHTO Type IV girder bridges.” 2007. Masters Thesis, Texas A&M University. Accessed February 27, 2021. http://hdl.handle.net/1969.1/4841.

MLA Handbook (7th Edition):

Mohammed, Safiuddin Adil. “Impact of AASHTO LRFD bridge design specifications on the design of Type C and AASHTO Type IV girder bridges.” 2007. Web. 27 Feb 2021.

Vancouver:

Mohammed SA. Impact of AASHTO LRFD bridge design specifications on the design of Type C and AASHTO Type IV girder bridges. [Internet] [Masters thesis]. Texas A&M University; 2007. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/1969.1/4841.

Council of Science Editors:

Mohammed SA. Impact of AASHTO LRFD bridge design specifications on the design of Type C and AASHTO Type IV girder bridges. [Masters Thesis]. Texas A&M University; 2007. Available from: http://hdl.handle.net/1969.1/4841

19. Langefeld, David Philip. Anchorage-controlled shear capacity of prestressed concrete bridge girders.

Degree: MSin Engineering, Civil Engineering, 2012, University of Texas – Austin

 As part of the ongoing research on shear at the Phil M. Ferguson Structural Engineering Laboratory (FSEL) located at The University of Texas at Austin,… (more)

Subjects/Keywords: Anchorage; Shear; Prestressed concrete bridge girders

…shear capacity of prestressed concrete bridge girders was studied in two distinct ways… …the AASHTO stress limits for prestressed concrete bridge girders, reduces the prestressing… …modern prestressed concrete bridge girders, such as the recently developed Tx Girder, and (… …related issues and shear behavior of prestressed concrete bridge girders was reviewed. The… …prestressed concrete bridge girders, the anchorage strength of the same, and select shear/anchorage… 

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APA (6th Edition):

Langefeld, D. P. (2012). Anchorage-controlled shear capacity of prestressed concrete bridge girders. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2012-05-5744

Chicago Manual of Style (16th Edition):

Langefeld, David Philip. “Anchorage-controlled shear capacity of prestressed concrete bridge girders.” 2012. Masters Thesis, University of Texas – Austin. Accessed February 27, 2021. http://hdl.handle.net/2152/ETD-UT-2012-05-5744.

MLA Handbook (7th Edition):

Langefeld, David Philip. “Anchorage-controlled shear capacity of prestressed concrete bridge girders.” 2012. Web. 27 Feb 2021.

Vancouver:

Langefeld DP. Anchorage-controlled shear capacity of prestressed concrete bridge girders. [Internet] [Masters thesis]. University of Texas – Austin; 2012. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/2152/ETD-UT-2012-05-5744.

Council of Science Editors:

Langefeld DP. Anchorage-controlled shear capacity of prestressed concrete bridge girders. [Masters Thesis]. University of Texas – Austin; 2012. Available from: http://hdl.handle.net/2152/ETD-UT-2012-05-5744


Michigan State University

20. Sharma, Piyush Chandra. Stress distribution in the end block of a post-tensioned prestressed concrete beam.

Degree: MS, 1961, Michigan State University

Subjects/Keywords: Girders; Prestressed concrete – Testing; Strains and stresses

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APA (6th Edition):

Sharma, P. C. (1961). Stress distribution in the end block of a post-tensioned prestressed concrete beam. (Masters Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:12954

Chicago Manual of Style (16th Edition):

Sharma, Piyush Chandra. “Stress distribution in the end block of a post-tensioned prestressed concrete beam.” 1961. Masters Thesis, Michigan State University. Accessed February 27, 2021. http://etd.lib.msu.edu/islandora/object/etd:12954.

MLA Handbook (7th Edition):

Sharma, Piyush Chandra. “Stress distribution in the end block of a post-tensioned prestressed concrete beam.” 1961. Web. 27 Feb 2021.

Vancouver:

Sharma PC. Stress distribution in the end block of a post-tensioned prestressed concrete beam. [Internet] [Masters thesis]. Michigan State University; 1961. [cited 2021 Feb 27]. Available from: http://etd.lib.msu.edu/islandora/object/etd:12954.

Council of Science Editors:

Sharma PC. Stress distribution in the end block of a post-tensioned prestressed concrete beam. [Masters Thesis]. Michigan State University; 1961. Available from: http://etd.lib.msu.edu/islandora/object/etd:12954


University of Alabama

21. Burkhalter, David. End zone design for Alabama deep prestressed girders.

Degree: 2016, University of Alabama

 Deep prestressed concrete bridge girders are becoming increasingly popular due to their ability to span longer distances and reduce the total cost of bridge projects.… (more)

Subjects/Keywords: Electronic Thesis or Dissertation;  – thesis; Civil engineering; ALDOT bulb-tee 78 (BT-78); end zone cracking; long-span girders; prestressed concrete girders; transfer length

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APA (6th Edition):

Burkhalter, D. (2016). End zone design for Alabama deep prestressed girders. (Thesis). University of Alabama. Retrieved from http://purl.lib.ua.edu/144946

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):

Burkhalter, David. “End zone design for Alabama deep prestressed girders.” 2016. Thesis, University of Alabama. Accessed February 27, 2021. http://purl.lib.ua.edu/144946.

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

MLA Handbook (7th Edition):

Burkhalter, David. “End zone design for Alabama deep prestressed girders.” 2016. Web. 27 Feb 2021.

Vancouver:

Burkhalter D. End zone design for Alabama deep prestressed girders. [Internet] [Thesis]. University of Alabama; 2016. [cited 2021 Feb 27]. Available from: http://purl.lib.ua.edu/144946.

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

Council of Science Editors:

Burkhalter D. End zone design for Alabama deep prestressed girders. [Thesis]. University of Alabama; 2016. Available from: http://purl.lib.ua.edu/144946

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


Georgia Tech

22. Dunbeck, Jennifer. Evaluation of high strength lightweight concrete precast, prestressed bridge girders.

Degree: MS, Civil and Environmental Engineering, 2009, Georgia Tech

 This thesis evaluates the use of High Strength Lightweight Concrete (HSLW) in bridge girders for the I-85 Ramp "B" Bridge crossing SR-34 in Cowetta County,… (more)

Subjects/Keywords: Prestressed; Precast; Concrete; High strength; Lightweight; Girders; Bridges; High strength concrete; Lightweight concrete

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

APA (6th Edition):

Dunbeck, J. (2009). Evaluation of high strength lightweight concrete precast, prestressed bridge girders. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/28091

Chicago Manual of Style (16th Edition):

Dunbeck, Jennifer. “Evaluation of high strength lightweight concrete precast, prestressed bridge girders.” 2009. Masters Thesis, Georgia Tech. Accessed February 27, 2021. http://hdl.handle.net/1853/28091.

MLA Handbook (7th Edition):

Dunbeck, Jennifer. “Evaluation of high strength lightweight concrete precast, prestressed bridge girders.” 2009. Web. 27 Feb 2021.

Vancouver:

Dunbeck J. Evaluation of high strength lightweight concrete precast, prestressed bridge girders. [Internet] [Masters thesis]. Georgia Tech; 2009. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/1853/28091.

Council of Science Editors:

Dunbeck J. Evaluation of high strength lightweight concrete precast, prestressed bridge girders. [Masters Thesis]. Georgia Tech; 2009. Available from: http://hdl.handle.net/1853/28091


Brno University of Technology

23. Subally, Pavel. Univerzitní knihovna: University Library.

Degree: 2020, Brno University of Technology

 The content of this diploma project is to design an university library in the city of Brno, Czech Republic. The object is designed as multistory… (more)

Subjects/Keywords: knižnica; skelet; betónový skelet; zavezená fasáda; Brno; VUT; plochá strecha; biela vaňa; predpätý betón; predpäté stropy; predpäté prievlaky; Library; frame; concrete frame; curtain wall; Brno; VUT; flat roof; white bath; prestressed concrete; prestressed slabs; prestressed girders

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

APA (6th Edition):

Subally, P. (2020). Univerzitní knihovna: University Library. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57652

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):

Subally, Pavel. “Univerzitní knihovna: University Library.” 2020. Thesis, Brno University of Technology. Accessed February 27, 2021. http://hdl.handle.net/11012/57652.

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

MLA Handbook (7th Edition):

Subally, Pavel. “Univerzitní knihovna: University Library.” 2020. Web. 27 Feb 2021.

Vancouver:

Subally P. Univerzitní knihovna: University Library. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/11012/57652.

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

Council of Science Editors:

Subally P. Univerzitní knihovna: University Library. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/57652

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

24. Nervig, James. Improving predictions of instantaneous camber for prestressed concrete bridge girders.

Degree: 2014, Iowa State University

 Inaccurate prediction of long-term camber in precast prestressed concrete beams (PPCB) creates discrepancies in bridge construction which results in increased costs and construction challenges. Although… (more)

Subjects/Keywords: Camber; Deflection; Precast Prestressed Concrete Bridge Girders; Civil Engineering

Page 1 Page 2 Page 3 Page 4 Page 5 Page 6 Page 7

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APA (6th Edition):

Nervig, J. (2014). Improving predictions of instantaneous camber for prestressed concrete bridge girders. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/13817

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):

Nervig, James. “Improving predictions of instantaneous camber for prestressed concrete bridge girders.” 2014. Thesis, Iowa State University. Accessed February 27, 2021. https://lib.dr.iastate.edu/etd/13817.

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

MLA Handbook (7th Edition):

Nervig, James. “Improving predictions of instantaneous camber for prestressed concrete bridge girders.” 2014. Web. 27 Feb 2021.

Vancouver:

Nervig J. Improving predictions of instantaneous camber for prestressed concrete bridge girders. [Internet] [Thesis]. Iowa State University; 2014. [cited 2021 Feb 27]. Available from: https://lib.dr.iastate.edu/etd/13817.

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

Council of Science Editors:

Nervig J. Improving predictions of instantaneous camber for prestressed concrete bridge girders. [Thesis]. Iowa State University; 2014. Available from: https://lib.dr.iastate.edu/etd/13817

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


Virginia Tech

25. Neeli, Yeshwanth Sai. Use of Photogrammetry Aided Damage Detection for Residual Strength Estimation of Corrosion Damaged Prestressed Concrete Bridge Girders.

Degree: MS, Civil Engineering, 2020, Virginia Tech

 Corrosion damage is a major concern for bridges as it reduces their load carrying capacity. Bridge failures in the past have been attributed to corrosion… (more)

Subjects/Keywords: Full-Scale Prestressed Concrete Bridge Girders; Corrosion Damage; Bridge Inspections; Photogrammetry; Structure from Motion; 3D Point Cloud; Textured Mesh Model; Crack Detection; Spall Detection; 3D Damage Maps; Residual Capacity Estimation

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APA (6th Edition):

Neeli, Y. S. (2020). Use of Photogrammetry Aided Damage Detection for Residual Strength Estimation of Corrosion Damaged Prestressed Concrete Bridge Girders. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/99445

Chicago Manual of Style (16th Edition):

Neeli, Yeshwanth Sai. “Use of Photogrammetry Aided Damage Detection for Residual Strength Estimation of Corrosion Damaged Prestressed Concrete Bridge Girders.” 2020. Masters Thesis, Virginia Tech. Accessed February 27, 2021. http://hdl.handle.net/10919/99445.

MLA Handbook (7th Edition):

Neeli, Yeshwanth Sai. “Use of Photogrammetry Aided Damage Detection for Residual Strength Estimation of Corrosion Damaged Prestressed Concrete Bridge Girders.” 2020. Web. 27 Feb 2021.

Vancouver:

Neeli YS. Use of Photogrammetry Aided Damage Detection for Residual Strength Estimation of Corrosion Damaged Prestressed Concrete Bridge Girders. [Internet] [Masters thesis]. Virginia Tech; 2020. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/10919/99445.

Council of Science Editors:

Neeli YS. Use of Photogrammetry Aided Damage Detection for Residual Strength Estimation of Corrosion Damaged Prestressed Concrete Bridge Girders. [Masters Thesis]. Virginia Tech; 2020. Available from: http://hdl.handle.net/10919/99445


Utah State University

26. Osborn, Parry. Ultimate Shear Capacity and Residual Prestress Force of Full-Scale, Forty-One-Year-Old Prestressed-Concrete Girders.

Degree: MS, Civil and Environmental Engineering, 2010, Utah State University

  The ultimate shear capacity of prestressed concrete beams is difficult to predict accurately, especially after being in service for an extended period of time.… (more)

Subjects/Keywords: Bridge; Girders; Prestressed Concrete; Residual Prestress; Shear Capacity; Ultimate Capacity; Civil Engineering

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APA (6th Edition):

Osborn, P. (2010). Ultimate Shear Capacity and Residual Prestress Force of Full-Scale, Forty-One-Year-Old Prestressed-Concrete Girders. (Masters Thesis). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/591

Chicago Manual of Style (16th Edition):

Osborn, Parry. “Ultimate Shear Capacity and Residual Prestress Force of Full-Scale, Forty-One-Year-Old Prestressed-Concrete Girders.” 2010. Masters Thesis, Utah State University. Accessed February 27, 2021. https://digitalcommons.usu.edu/etd/591.

MLA Handbook (7th Edition):

Osborn, Parry. “Ultimate Shear Capacity and Residual Prestress Force of Full-Scale, Forty-One-Year-Old Prestressed-Concrete Girders.” 2010. Web. 27 Feb 2021.

Vancouver:

Osborn P. Ultimate Shear Capacity and Residual Prestress Force of Full-Scale, Forty-One-Year-Old Prestressed-Concrete Girders. [Internet] [Masters thesis]. Utah State University; 2010. [cited 2021 Feb 27]. Available from: https://digitalcommons.usu.edu/etd/591.

Council of Science Editors:

Osborn P. Ultimate Shear Capacity and Residual Prestress Force of Full-Scale, Forty-One-Year-Old Prestressed-Concrete Girders. [Masters Thesis]. Utah State University; 2010. Available from: https://digitalcommons.usu.edu/etd/591


University of Texas – Austin

27. Wang, Tz-Wei. Shear performance of ASR/DEF damaged prestressed concrete trapezoidal box bridge girders.

Degree: PhD, Civil Engineering, 2010, University of Texas – Austin

Concrete bridges in Texas have developed large cracks in bent caps and pretensioned trapezoidal bridge girders. The bridges show premature concrete deterioration due to alkali-silica… (more)

Subjects/Keywords: ASR; DEF; Premature concrete deterioration; Shear; Strut-and-tie; Prestressed; Box girders; Concrete girders; Concrete distress; Ettringite; Alkali-silica reaction; Delayed ettringite formation

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APA (6th Edition):

Wang, T. (2010). Shear performance of ASR/DEF damaged prestressed concrete trapezoidal box bridge girders. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2010-08-1637

Chicago Manual of Style (16th Edition):

Wang, Tz-Wei. “Shear performance of ASR/DEF damaged prestressed concrete trapezoidal box bridge girders.” 2010. Doctoral Dissertation, University of Texas – Austin. Accessed February 27, 2021. http://hdl.handle.net/2152/ETD-UT-2010-08-1637.

MLA Handbook (7th Edition):

Wang, Tz-Wei. “Shear performance of ASR/DEF damaged prestressed concrete trapezoidal box bridge girders.” 2010. Web. 27 Feb 2021.

Vancouver:

Wang T. Shear performance of ASR/DEF damaged prestressed concrete trapezoidal box bridge girders. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2010. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/2152/ETD-UT-2010-08-1637.

Council of Science Editors:

Wang T. Shear performance of ASR/DEF damaged prestressed concrete trapezoidal box bridge girders. [Doctoral Dissertation]. University of Texas – Austin; 2010. Available from: http://hdl.handle.net/2152/ETD-UT-2010-08-1637


University of Minnesota

28. Erkmen, Bulent. Self-Compacting Concrete for Prestressed Bridge Girders.

Degree: PhD, Civil Engineering, 2008, University of Minnesota

 Self-consolidating concrete (SCC), which is different from conventional concrete especially in its fresh state, is a highly workable concrete that flows through congested reinforcement under… (more)

Subjects/Keywords: Creep; Fresh concrete properties; Prestress losses; Prestressed concrete girders; Self-consolidating concrete; Shrinkage; Civil Engineering

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APA (6th Edition):

Erkmen, B. (2008). Self-Compacting Concrete for Prestressed Bridge Girders. (Doctoral Dissertation). University of Minnesota. Retrieved from http://purl.umn.edu/45477

Chicago Manual of Style (16th Edition):

Erkmen, Bulent. “Self-Compacting Concrete for Prestressed Bridge Girders.” 2008. Doctoral Dissertation, University of Minnesota. Accessed February 27, 2021. http://purl.umn.edu/45477.

MLA Handbook (7th Edition):

Erkmen, Bulent. “Self-Compacting Concrete for Prestressed Bridge Girders.” 2008. Web. 27 Feb 2021.

Vancouver:

Erkmen B. Self-Compacting Concrete for Prestressed Bridge Girders. [Internet] [Doctoral dissertation]. University of Minnesota; 2008. [cited 2021 Feb 27]. Available from: http://purl.umn.edu/45477.

Council of Science Editors:

Erkmen B. Self-Compacting Concrete for Prestressed Bridge Girders. [Doctoral Dissertation]. University of Minnesota; 2008. Available from: http://purl.umn.edu/45477


University of Minnesota

29. Erkmen, Bulent. Self-compacting concrete for prestressed bridge girders.

Degree: PhD, Civil Engineering, 2008, University of Minnesota

 Researchers conducted an experimental program to investigate the viability of producing self-consolidating concrete (SCC) using locally available aggregate, and the viability of its use in… (more)

Subjects/Keywords: Creep; Fresh Concrete Properties; Prestress Losses; Prestressed Concrete Girders; Self-Consolidating Concrete; Shrinkage; Civil Engineering

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APA (6th Edition):

Erkmen, B. (2008). Self-compacting concrete for prestressed bridge girders. (Doctoral Dissertation). University of Minnesota. Retrieved from http://purl.umn.edu/47733

Chicago Manual of Style (16th Edition):

Erkmen, Bulent. “Self-compacting concrete for prestressed bridge girders.” 2008. Doctoral Dissertation, University of Minnesota. Accessed February 27, 2021. http://purl.umn.edu/47733.

MLA Handbook (7th Edition):

Erkmen, Bulent. “Self-compacting concrete for prestressed bridge girders.” 2008. Web. 27 Feb 2021.

Vancouver:

Erkmen B. Self-compacting concrete for prestressed bridge girders. [Internet] [Doctoral dissertation]. University of Minnesota; 2008. [cited 2021 Feb 27]. Available from: http://purl.umn.edu/47733.

Council of Science Editors:

Erkmen B. Self-compacting concrete for prestressed bridge girders. [Doctoral Dissertation]. University of Minnesota; 2008. Available from: http://purl.umn.edu/47733

30. Stillings, Tyler W. Load Distribution and Ultimate Strength of an Adjacent Precast, Prestressed Concrete Box Girder Bridge.

Degree: MS, Engineering and Applied Science: Civil Engineering, 2012, University of Cincinnati

  A decommissioned, adjacent precast, prestressed concrete box girder bridge constructed in 1967 was load tested to destruction in August and September of 2010. The… (more)

Subjects/Keywords: Civil Engineering; Prestressed concrete; Concrete box girders; Adjacent box girder bridge; Full-scale bridge test

…individual precast, prestressed concrete box girders is well understood, their behavior when… …prestressed concrete box girders, two girders (one from a decommissioned bridge and the other… …wide prestressed concrete box girders separated by 0.5 in. (12.7 mm), for a total… …LIST OF FIGURES Figure 1.1.1- Underside of an adjacent precast, prestressed concrete box… …prestressed concrete box girder bridges have been a popular choice for short span bridges in the… 

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APA (6th Edition):

Stillings, T. W. (2012). Load Distribution and Ultimate Strength of an Adjacent Precast, Prestressed Concrete Box Girder Bridge. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1335463075

Chicago Manual of Style (16th Edition):

Stillings, Tyler W. “Load Distribution and Ultimate Strength of an Adjacent Precast, Prestressed Concrete Box Girder Bridge.” 2012. Masters Thesis, University of Cincinnati. Accessed February 27, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1335463075.

MLA Handbook (7th Edition):

Stillings, Tyler W. “Load Distribution and Ultimate Strength of an Adjacent Precast, Prestressed Concrete Box Girder Bridge.” 2012. Web. 27 Feb 2021.

Vancouver:

Stillings TW. Load Distribution and Ultimate Strength of an Adjacent Precast, Prestressed Concrete Box Girder Bridge. [Internet] [Masters thesis]. University of Cincinnati; 2012. [cited 2021 Feb 27]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1335463075.

Council of Science Editors:

Stillings TW. Load Distribution and Ultimate Strength of an Adjacent Precast, Prestressed Concrete Box Girder Bridge. [Masters Thesis]. University of Cincinnati; 2012. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1335463075

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