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You searched for subject:(Prestress). Showing records 1 – 30 of 138 total matches.

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Texas A&M University

1. Zhu, Huanlin. Effect of Prestress on the Mechanical Performance of Composites.

Degree: 2015, Texas A&M University

 Bodies are prestressed with the intention to enhance their load carrying capacity. The primary objective of this study is to understand the effect of prestressing… (more)

Subjects/Keywords: Prestress; Composites; Viscoelastic

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APA (6th Edition):

Zhu, H. (2015). Effect of Prestress on the Mechanical Performance of Composites. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/156404

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):

Zhu, Huanlin. “Effect of Prestress on the Mechanical Performance of Composites.” 2015. Thesis, Texas A&M University. Accessed May 26, 2019. http://hdl.handle.net/1969.1/156404.

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

MLA Handbook (7th Edition):

Zhu, Huanlin. “Effect of Prestress on the Mechanical Performance of Composites.” 2015. Web. 26 May 2019.

Vancouver:

Zhu H. Effect of Prestress on the Mechanical Performance of Composites. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2019 May 26]. Available from: http://hdl.handle.net/1969.1/156404.

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

Council of Science Editors:

Zhu H. Effect of Prestress on the Mechanical Performance of Composites. [Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/156404

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


Michigan Technological University

2. Mullen, Christopher H. Determing the Effect of Thermal Treatment Timing on Ultra-High Performance Concrete Beams.

Degree: MS, Department of Civil and Environmental Engineering, 2013, Michigan Technological University

  The loss of prestressing force over time influences the long-term deflection of the prestressed concrete element. Prestress losses are inherently complex due to the… (more)

Subjects/Keywords: Prestress; UHPC; Civil Engineering

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APA (6th Edition):

Mullen, C. H. (2013). Determing the Effect of Thermal Treatment Timing on Ultra-High Performance Concrete Beams. (Masters Thesis). Michigan Technological University. Retrieved from http://digitalcommons.mtu.edu/etds/741

Chicago Manual of Style (16th Edition):

Mullen, Christopher H. “Determing the Effect of Thermal Treatment Timing on Ultra-High Performance Concrete Beams.” 2013. Masters Thesis, Michigan Technological University. Accessed May 26, 2019. http://digitalcommons.mtu.edu/etds/741.

MLA Handbook (7th Edition):

Mullen, Christopher H. “Determing the Effect of Thermal Treatment Timing on Ultra-High Performance Concrete Beams.” 2013. Web. 26 May 2019.

Vancouver:

Mullen CH. Determing the Effect of Thermal Treatment Timing on Ultra-High Performance Concrete Beams. [Internet] [Masters thesis]. Michigan Technological University; 2013. [cited 2019 May 26]. Available from: http://digitalcommons.mtu.edu/etds/741.

Council of Science Editors:

Mullen CH. Determing the Effect of Thermal Treatment Timing on Ultra-High Performance Concrete Beams. [Masters Thesis]. Michigan Technological University; 2013. Available from: http://digitalcommons.mtu.edu/etds/741


University of Cincinnati

3. Campbell, Tara. Prestressed Steel Girders for Two Span Bridges.

Degree: MS, Engineering and Applied Science: Civil Engineering, 2015, University of Cincinnati

 This thesis will examine the potential economic benefits of using prestressed steel girders in the design of two span bridges. Past research has proposed that… (more)

Subjects/Keywords: Engineering; prestress; steel; post-tension

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APA (6th Edition):

Campbell, T. (2015). Prestressed Steel Girders for Two Span Bridges. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1447690927

Chicago Manual of Style (16th Edition):

Campbell, Tara. “Prestressed Steel Girders for Two Span Bridges.” 2015. Masters Thesis, University of Cincinnati. Accessed May 26, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1447690927.

MLA Handbook (7th Edition):

Campbell, Tara. “Prestressed Steel Girders for Two Span Bridges.” 2015. Web. 26 May 2019.

Vancouver:

Campbell T. Prestressed Steel Girders for Two Span Bridges. [Internet] [Masters thesis]. University of Cincinnati; 2015. [cited 2019 May 26]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1447690927.

Council of Science Editors:

Campbell T. Prestressed Steel Girders for Two Span Bridges. [Masters Thesis]. University of Cincinnati; 2015. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1447690927


Virginia Tech

4. Kassner, Bernard Leonard. Shear Strength of Full-Scale Prestressed Lightweight Concrete Girders with Composite Decks.

Degree: PhD, Civil and Environmental Engineering, 2013, Virginia Tech

 Although design codes have accepted lightweight concrete as a suitable structural material for nearly 50 years, there is still a good deal of uncertainty as… (more)

Subjects/Keywords: lightweight; concrete; prestress; shear; reliability

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APA (6th Edition):

Kassner, B. L. (2013). Shear Strength of Full-Scale Prestressed Lightweight Concrete Girders with Composite Decks. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/49543

Chicago Manual of Style (16th Edition):

Kassner, Bernard Leonard. “Shear Strength of Full-Scale Prestressed Lightweight Concrete Girders with Composite Decks.” 2013. Doctoral Dissertation, Virginia Tech. Accessed May 26, 2019. http://hdl.handle.net/10919/49543.

MLA Handbook (7th Edition):

Kassner, Bernard Leonard. “Shear Strength of Full-Scale Prestressed Lightweight Concrete Girders with Composite Decks.” 2013. Web. 26 May 2019.

Vancouver:

Kassner BL. Shear Strength of Full-Scale Prestressed Lightweight Concrete Girders with Composite Decks. [Internet] [Doctoral dissertation]. Virginia Tech; 2013. [cited 2019 May 26]. Available from: http://hdl.handle.net/10919/49543.

Council of Science Editors:

Kassner BL. Shear Strength of Full-Scale Prestressed Lightweight Concrete Girders with Composite Decks. [Doctoral Dissertation]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/49543


University of Texas – Austin

5. Foreman, James Michael. Controlling cracking in prestressed concrete panels.

Degree: Civil, Architectural, and Environmental Engineering, 2010, University of Texas – Austin

 Precast, prestressed concrete panels (PCPs) are used in 85% of bridges in Texas. The goal of this thesis is to reduce collinear cracking (cracks propagating… (more)

Subjects/Keywords: Prestressed concrete; Panels; Prestress losses; Collinear cracking

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APA (6th Edition):

Foreman, J. M. (2010). Controlling cracking in prestressed concrete panels. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2010-05-946

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):

Foreman, James Michael. “Controlling cracking in prestressed concrete panels.” 2010. Thesis, University of Texas – Austin. Accessed May 26, 2019. http://hdl.handle.net/2152/ETD-UT-2010-05-946.

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

MLA Handbook (7th Edition):

Foreman, James Michael. “Controlling cracking in prestressed concrete panels.” 2010. Web. 26 May 2019.

Vancouver:

Foreman JM. Controlling cracking in prestressed concrete panels. [Internet] [Thesis]. University of Texas – Austin; 2010. [cited 2019 May 26]. Available from: http://hdl.handle.net/2152/ETD-UT-2010-05-946.

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

Council of Science Editors:

Foreman JM. Controlling cracking in prestressed concrete panels. [Thesis]. University of Texas – Austin; 2010. Available from: http://hdl.handle.net/2152/ETD-UT-2010-05-946

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


Utah State University

6. Powelson, Phillip. Prestress Losses and Temperature Effects on a Deck Bulb Tee Girder Bridge.

Degree: MS, Civil and Environmental Engineering, 2017, Utah State University

  The Utah Transportation Center (UTC), in partnership with the Mountain Plains Consortium (MPC), sponsored a study to investigate the differences in prestress losses and… (more)

Subjects/Keywords: prestress; temperature; bridge; Civil and Environmental Engineering

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APA (6th Edition):

Powelson, P. (2017). Prestress Losses and Temperature Effects on a Deck Bulb Tee Girder Bridge. (Masters Thesis). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/5396

Chicago Manual of Style (16th Edition):

Powelson, Phillip. “Prestress Losses and Temperature Effects on a Deck Bulb Tee Girder Bridge.” 2017. Masters Thesis, Utah State University. Accessed May 26, 2019. https://digitalcommons.usu.edu/etd/5396.

MLA Handbook (7th Edition):

Powelson, Phillip. “Prestress Losses and Temperature Effects on a Deck Bulb Tee Girder Bridge.” 2017. Web. 26 May 2019.

Vancouver:

Powelson P. Prestress Losses and Temperature Effects on a Deck Bulb Tee Girder Bridge. [Internet] [Masters thesis]. Utah State University; 2017. [cited 2019 May 26]. Available from: https://digitalcommons.usu.edu/etd/5396.

Council of Science Editors:

Powelson P. Prestress Losses and Temperature Effects on a Deck Bulb Tee Girder Bridge. [Masters Thesis]. Utah State University; 2017. Available from: https://digitalcommons.usu.edu/etd/5396


University of Arkansas

7. Bymaster, Jared. Prestress Losses in Lightweight Self-Consolidating Concrete.

Degree: MSCE, 2012, University of Arkansas

  While much research has been performed on lightweight concrete and self-consolidating concrete (SCC), the knowledge of prestress losses in lightweight self-consolidating concrete (LWSCC) is… (more)

Subjects/Keywords: Applied sciences; Lightweight concrete; Prestress concrete; Prestress losses; Self-consolidating concrete; Transportation Engineering

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APA (6th Edition):

Bymaster, J. (2012). Prestress Losses in Lightweight Self-Consolidating Concrete. (Masters Thesis). University of Arkansas. Retrieved from https://scholarworks.uark.edu/etd/568

Chicago Manual of Style (16th Edition):

Bymaster, Jared. “Prestress Losses in Lightweight Self-Consolidating Concrete.” 2012. Masters Thesis, University of Arkansas. Accessed May 26, 2019. https://scholarworks.uark.edu/etd/568.

MLA Handbook (7th Edition):

Bymaster, Jared. “Prestress Losses in Lightweight Self-Consolidating Concrete.” 2012. Web. 26 May 2019.

Vancouver:

Bymaster J. Prestress Losses in Lightweight Self-Consolidating Concrete. [Internet] [Masters thesis]. University of Arkansas; 2012. [cited 2019 May 26]. Available from: https://scholarworks.uark.edu/etd/568.

Council of Science Editors:

Bymaster J. Prestress Losses in Lightweight Self-Consolidating Concrete. [Masters Thesis]. University of Arkansas; 2012. Available from: https://scholarworks.uark.edu/etd/568


Virginia Commonwealth University

8. Smith, Byron Fitzgerald. Development and Characterization of a Mechanically Prestressed Piezoelectric Composite.

Degree: MS, Mechanical Engineering, 2008, Virginia Commonwealth University

 Piezoelectric composites have been investigated for use in a variety of areas, including flow control, structural control, energy harvesting, and fuel ignition systems. While many… (more)

Subjects/Keywords: Piezoelectric Actuator; Mechanically Prestress; Thermal Prestress; Engineering

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APA (6th Edition):

Smith, B. F. (2008). Development and Characterization of a Mechanically Prestressed Piezoelectric Composite. (Thesis). Virginia Commonwealth University. Retrieved from https://scholarscompass.vcu.edu/etd/869

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):

Smith, Byron Fitzgerald. “Development and Characterization of a Mechanically Prestressed Piezoelectric Composite.” 2008. Thesis, Virginia Commonwealth University. Accessed May 26, 2019. https://scholarscompass.vcu.edu/etd/869.

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

MLA Handbook (7th Edition):

Smith, Byron Fitzgerald. “Development and Characterization of a Mechanically Prestressed Piezoelectric Composite.” 2008. Web. 26 May 2019.

Vancouver:

Smith BF. Development and Characterization of a Mechanically Prestressed Piezoelectric Composite. [Internet] [Thesis]. Virginia Commonwealth University; 2008. [cited 2019 May 26]. Available from: https://scholarscompass.vcu.edu/etd/869.

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

Council of Science Editors:

Smith BF. Development and Characterization of a Mechanically Prestressed Piezoelectric Composite. [Thesis]. Virginia Commonwealth University; 2008. Available from: https://scholarscompass.vcu.edu/etd/869

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


University of Kentucky

9. Zhao, Ding. Spherulitic Growth and Thermodynamic Equilibrium in Multicomponent Elastic Films Under Solvent-vapor Annealing.

Degree: 2018, University of Kentucky

 In this dissertation, we will study solvent-vapor induced spherulitic growth in multicomponent thin films modeled as prestressed elastic solids. The interface between the crystalline phase… (more)

Subjects/Keywords: solvent-vapor induced spherulitic growth; elastic solid with prestress; directional dependence on prestress; phase transition; Applied Mathematics

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APA (6th Edition):

Zhao, D. (2018). Spherulitic Growth and Thermodynamic Equilibrium in Multicomponent Elastic Films Under Solvent-vapor Annealing. (Doctoral Dissertation). University of Kentucky. Retrieved from https://uknowledge.uky.edu/math_etds/56

Chicago Manual of Style (16th Edition):

Zhao, Ding. “Spherulitic Growth and Thermodynamic Equilibrium in Multicomponent Elastic Films Under Solvent-vapor Annealing.” 2018. Doctoral Dissertation, University of Kentucky. Accessed May 26, 2019. https://uknowledge.uky.edu/math_etds/56.

MLA Handbook (7th Edition):

Zhao, Ding. “Spherulitic Growth and Thermodynamic Equilibrium in Multicomponent Elastic Films Under Solvent-vapor Annealing.” 2018. Web. 26 May 2019.

Vancouver:

Zhao D. Spherulitic Growth and Thermodynamic Equilibrium in Multicomponent Elastic Films Under Solvent-vapor Annealing. [Internet] [Doctoral dissertation]. University of Kentucky; 2018. [cited 2019 May 26]. Available from: https://uknowledge.uky.edu/math_etds/56.

Council of Science Editors:

Zhao D. Spherulitic Growth and Thermodynamic Equilibrium in Multicomponent Elastic Films Under Solvent-vapor Annealing. [Doctoral Dissertation]. University of Kentucky; 2018. Available from: https://uknowledge.uky.edu/math_etds/56


Virginia Commonwealth University

10. Mane, Poorna. Integrated Actuation And Energy Harvesting In Prestressed Piezoelectric Synthetic Jets.

Degree: PhD, Mechanical Engineering, 2009, Virginia Commonwealth University

 With the looming energy crisis compounded by the global economic downturn there is an urgent need to increase energy efficiency and to discover new energy… (more)

Subjects/Keywords: piezoelectric materials; flow control; energy harvesting; synthetic jets; prestress; integration; Engineering

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APA (6th Edition):

Mane, P. (2009). Integrated Actuation And Energy Harvesting In Prestressed Piezoelectric Synthetic Jets. (Doctoral Dissertation). Virginia Commonwealth University. Retrieved from https://scholarscompass.vcu.edu/etd/1903

Chicago Manual of Style (16th Edition):

Mane, Poorna. “Integrated Actuation And Energy Harvesting In Prestressed Piezoelectric Synthetic Jets.” 2009. Doctoral Dissertation, Virginia Commonwealth University. Accessed May 26, 2019. https://scholarscompass.vcu.edu/etd/1903.

MLA Handbook (7th Edition):

Mane, Poorna. “Integrated Actuation And Energy Harvesting In Prestressed Piezoelectric Synthetic Jets.” 2009. Web. 26 May 2019.

Vancouver:

Mane P. Integrated Actuation And Energy Harvesting In Prestressed Piezoelectric Synthetic Jets. [Internet] [Doctoral dissertation]. Virginia Commonwealth University; 2009. [cited 2019 May 26]. Available from: https://scholarscompass.vcu.edu/etd/1903.

Council of Science Editors:

Mane P. Integrated Actuation And Energy Harvesting In Prestressed Piezoelectric Synthetic Jets. [Doctoral Dissertation]. Virginia Commonwealth University; 2009. Available from: https://scholarscompass.vcu.edu/etd/1903


Texas A&M University

11. Medina, Jose. Characteristics of AFRP Bars for Prestressing Applications.

Degree: 2012, Texas A&M University

 Aramid fiber reinforced polymer (AFRP) composite materials show promise for prestressed concrete bridge applications. However, there are still some knowledge gaps due to lack of… (more)

Subjects/Keywords: AFRP bars; Prestress Concrete FRP; FRP,Creep-Rupture; Relaxtaion; Tensile

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APA (6th Edition):

Medina, J. (2012). Characteristics of AFRP Bars for Prestressing Applications. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10442

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):

Medina, Jose. “Characteristics of AFRP Bars for Prestressing Applications.” 2012. Thesis, Texas A&M University. Accessed May 26, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10442.

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

MLA Handbook (7th Edition):

Medina, Jose. “Characteristics of AFRP Bars for Prestressing Applications.” 2012. Web. 26 May 2019.

Vancouver:

Medina J. Characteristics of AFRP Bars for Prestressing Applications. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 May 26]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10442.

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

Council of Science Editors:

Medina J. Characteristics of AFRP Bars for Prestressing Applications. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10442

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


Texas A&M University

12. Sarremejane, Tristan. Analysis of Short and Long Term Deformations in a Continuous Precast Prestressed Concrete Girder.

Degree: 2014, Texas A&M University

 A precast prestressed concrete girder using in-span splices to extend the span length is constructed to investigate performance under service and ultimate load conditions. Continuity… (more)

Subjects/Keywords: Prestress; creep; SCC; post-tensioning; pretensioning; creep frames; shrinkage

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APA (6th Edition):

Sarremejane, T. (2014). Analysis of Short and Long Term Deformations in a Continuous Precast Prestressed Concrete Girder. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/154106

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):

Sarremejane, Tristan. “Analysis of Short and Long Term Deformations in a Continuous Precast Prestressed Concrete Girder.” 2014. Thesis, Texas A&M University. Accessed May 26, 2019. http://hdl.handle.net/1969.1/154106.

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

MLA Handbook (7th Edition):

Sarremejane, Tristan. “Analysis of Short and Long Term Deformations in a Continuous Precast Prestressed Concrete Girder.” 2014. Web. 26 May 2019.

Vancouver:

Sarremejane T. Analysis of Short and Long Term Deformations in a Continuous Precast Prestressed Concrete Girder. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2019 May 26]. Available from: http://hdl.handle.net/1969.1/154106.

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

Council of Science Editors:

Sarremejane T. Analysis of Short and Long Term Deformations in a Continuous Precast Prestressed Concrete Girder. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/154106

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


Penn State University

13. Swartz, Brian D. Time-Dependent Analysis of Pretensioned Concrete Bridge Girders.

Degree: PhD, Civil Engineering, 2010, Penn State University

 The increasing use of high strength concrete in pretensioned concrete bridge girders drove the development of new prestress loss provisions that were introduced to the… (more)

Subjects/Keywords: prestressed concrete; time-dependent analysis; Loss of prestress; creep; shrinkage

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APA (6th Edition):

Swartz, B. D. (2010). Time-Dependent Analysis of Pretensioned Concrete Bridge Girders. (Doctoral Dissertation). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/10490

Chicago Manual of Style (16th Edition):

Swartz, Brian D. “Time-Dependent Analysis of Pretensioned Concrete Bridge Girders.” 2010. Doctoral Dissertation, Penn State University. Accessed May 26, 2019. https://etda.libraries.psu.edu/catalog/10490.

MLA Handbook (7th Edition):

Swartz, Brian D. “Time-Dependent Analysis of Pretensioned Concrete Bridge Girders.” 2010. Web. 26 May 2019.

Vancouver:

Swartz BD. Time-Dependent Analysis of Pretensioned Concrete Bridge Girders. [Internet] [Doctoral dissertation]. Penn State University; 2010. [cited 2019 May 26]. Available from: https://etda.libraries.psu.edu/catalog/10490.

Council of Science Editors:

Swartz BD. Time-Dependent Analysis of Pretensioned Concrete Bridge Girders. [Doctoral Dissertation]. Penn State University; 2010. Available from: https://etda.libraries.psu.edu/catalog/10490

14. Oliveira, Paulo Alexandre da Cruz. Pré-esforço em lajes de edifícios.

Degree: 2012, Escola Superior de Tecnologia do Barreiro

O pré-esforço, como uma tecnologia em crescimento e tendo em vista a potencial aplicação em edifícios, estabelece uma das mais importantes implementações no campo da… (more)

Subjects/Keywords: Pré-esforço; Pós-tensão; Lajes; Edifícios; Prestress; Post-tension slabs

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APA (6th Edition):

Oliveira, P. A. d. C. (2012). Pré-esforço em lajes de edifícios. (Thesis). Escola Superior de Tecnologia do Barreiro. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:comum.rcaap.pt:10400.26/4332

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):

Oliveira, Paulo Alexandre da Cruz. “Pré-esforço em lajes de edifícios.” 2012. Thesis, Escola Superior de Tecnologia do Barreiro. Accessed May 26, 2019. https://www.rcaap.pt/detail.jsp?id=oai:comum.rcaap.pt:10400.26/4332.

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

MLA Handbook (7th Edition):

Oliveira, Paulo Alexandre da Cruz. “Pré-esforço em lajes de edifícios.” 2012. Web. 26 May 2019.

Vancouver:

Oliveira PAdC. Pré-esforço em lajes de edifícios. [Internet] [Thesis]. Escola Superior de Tecnologia do Barreiro; 2012. [cited 2019 May 26]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:comum.rcaap.pt:10400.26/4332.

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

Council of Science Editors:

Oliveira PAdC. Pré-esforço em lajes de edifícios. [Thesis]. Escola Superior de Tecnologia do Barreiro; 2012. Available from: https://www.rcaap.pt/detail.jsp?id=oai:comum.rcaap.pt:10400.26/4332

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


Virginia Tech

15. Woerheide, Andrew James. Structural Performance of Longitudinally Post-Tensioned Precast Deck Panel Bridges.

Degree: MS, Civil Engineering, 2012, Virginia Tech

 As the aging bridges and infrastructure within the US continue to deteriorate, traffic delays due to construction will become more and more common. One method… (more)

Subjects/Keywords: prestress loss; shear studs; post-tensioning; deck panels; bridge deck

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APA (6th Edition):

Woerheide, A. J. (2012). Structural Performance of Longitudinally Post-Tensioned Precast Deck Panel Bridges. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34126

Chicago Manual of Style (16th Edition):

Woerheide, Andrew James. “Structural Performance of Longitudinally Post-Tensioned Precast Deck Panel Bridges.” 2012. Masters Thesis, Virginia Tech. Accessed May 26, 2019. http://hdl.handle.net/10919/34126.

MLA Handbook (7th Edition):

Woerheide, Andrew James. “Structural Performance of Longitudinally Post-Tensioned Precast Deck Panel Bridges.” 2012. Web. 26 May 2019.

Vancouver:

Woerheide AJ. Structural Performance of Longitudinally Post-Tensioned Precast Deck Panel Bridges. [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2019 May 26]. Available from: http://hdl.handle.net/10919/34126.

Council of Science Editors:

Woerheide AJ. Structural Performance of Longitudinally Post-Tensioned Precast Deck Panel Bridges. [Masters Thesis]. Virginia Tech; 2012. Available from: http://hdl.handle.net/10919/34126

16. Hammerschmidt, Steven F. Development of a procedure to determine internal stresses in concrete bridge members.

Degree: MS, Department of Civil Engineering, 2011, Kansas State University

 With aging and deterioration of bridges, evaluation of existing conditions of their structural elements becomes vital to engineers and public officials when deciding how to… (more)

Subjects/Keywords: Prestress; Concrete; Bridge; Residual stresses; Civil Engineering (0543)

Page 1 Page 2 Page 3 Page 4 Page 5

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APA (6th Edition):

Hammerschmidt, S. F. (2011). Development of a procedure to determine internal stresses in concrete bridge members. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/12012

Chicago Manual of Style (16th Edition):

Hammerschmidt, Steven F. “Development of a procedure to determine internal stresses in concrete bridge members.” 2011. Masters Thesis, Kansas State University. Accessed May 26, 2019. http://hdl.handle.net/2097/12012.

MLA Handbook (7th Edition):

Hammerschmidt, Steven F. “Development of a procedure to determine internal stresses in concrete bridge members.” 2011. Web. 26 May 2019.

Vancouver:

Hammerschmidt SF. Development of a procedure to determine internal stresses in concrete bridge members. [Internet] [Masters thesis]. Kansas State University; 2011. [cited 2019 May 26]. Available from: http://hdl.handle.net/2097/12012.

Council of Science Editors:

Hammerschmidt SF. Development of a procedure to determine internal stresses in concrete bridge members. [Masters Thesis]. Kansas State University; 2011. Available from: http://hdl.handle.net/2097/12012


Luleå University of Technology

17. Sawicki, Bartłomiej. Structural Assessment of a Concrete Bridge : Probabilistic analysis of the Shear Resistance of the Kiruna Mine Bridge Using In-Situ Material Properties.

Degree: 2015, Luleå University of Technology

The demolition of an old structure and replacement with a new one is a very complex, time consuming and expensive task, especially if it… (more)

Subjects/Keywords: Technology; Structural assesment; Reliability; Bridges; Prestress; Shear resistance; Teknik

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APA (6th Edition):

Sawicki, B. (2015). Structural Assessment of a Concrete Bridge : Probabilistic analysis of the Shear Resistance of the Kiruna Mine Bridge Using In-Situ Material Properties. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-51508

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):

Sawicki, Bartłomiej. “Structural Assessment of a Concrete Bridge : Probabilistic analysis of the Shear Resistance of the Kiruna Mine Bridge Using In-Situ Material Properties.” 2015. Thesis, Luleå University of Technology. Accessed May 26, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-51508.

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

MLA Handbook (7th Edition):

Sawicki, Bartłomiej. “Structural Assessment of a Concrete Bridge : Probabilistic analysis of the Shear Resistance of the Kiruna Mine Bridge Using In-Situ Material Properties.” 2015. Web. 26 May 2019.

Vancouver:

Sawicki B. Structural Assessment of a Concrete Bridge : Probabilistic analysis of the Shear Resistance of the Kiruna Mine Bridge Using In-Situ Material Properties. [Internet] [Thesis]. Luleå University of Technology; 2015. [cited 2019 May 26]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-51508.

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

Council of Science Editors:

Sawicki B. Structural Assessment of a Concrete Bridge : Probabilistic analysis of the Shear Resistance of the Kiruna Mine Bridge Using In-Situ Material Properties. [Thesis]. Luleå University of Technology; 2015. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-51508

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


University of Toronto

18. Xie, Liping. The Influence of Axial Load and Prestress on The Shear Strength of Web-shear Critical Reinforced Concrete Elements.

Degree: 2009, University of Toronto

Experimental research was conducted to investigate the influence of axial load and prestress on the shear strength of web-shear critical reinforced concrete elements. The ability… (more)

Subjects/Keywords: Reinforced Concrete; Web-Shear Critical; Axial Load; Prestress; 0543

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APA (6th Edition):

Xie, L. (2009). The Influence of Axial Load and Prestress on The Shear Strength of Web-shear Critical Reinforced Concrete Elements. (Doctoral Dissertation). University of Toronto. Retrieved from http://hdl.handle.net/1807/17846

Chicago Manual of Style (16th Edition):

Xie, Liping. “The Influence of Axial Load and Prestress on The Shear Strength of Web-shear Critical Reinforced Concrete Elements.” 2009. Doctoral Dissertation, University of Toronto. Accessed May 26, 2019. http://hdl.handle.net/1807/17846.

MLA Handbook (7th Edition):

Xie, Liping. “The Influence of Axial Load and Prestress on The Shear Strength of Web-shear Critical Reinforced Concrete Elements.” 2009. Web. 26 May 2019.

Vancouver:

Xie L. The Influence of Axial Load and Prestress on The Shear Strength of Web-shear Critical Reinforced Concrete Elements. [Internet] [Doctoral dissertation]. University of Toronto; 2009. [cited 2019 May 26]. Available from: http://hdl.handle.net/1807/17846.

Council of Science Editors:

Xie L. The Influence of Axial Load and Prestress on The Shear Strength of Web-shear Critical Reinforced Concrete Elements. [Doctoral Dissertation]. University of Toronto; 2009. Available from: http://hdl.handle.net/1807/17846


University of Minnesota

19. Swenson, Tanner. Effect of Temperature on Prestressed Concrete Bridge Girder Strand Stress during Fabrication.

Degree: MS, Civil Engineering, 2015, University of Minnesota

 The Minnesota Department of Transportation has reported erection cambers of many prestressed concrete bridge girders that were much lower than anticipated. A previous University of… (more)

Subjects/Keywords: camber; experiment; fabrication; prestressed bridge girders; prestress losses; temperature

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APA (6th Edition):

Swenson, T. (2015). Effect of Temperature on Prestressed Concrete Bridge Girder Strand Stress during Fabrication. (Masters Thesis). University of Minnesota. Retrieved from http://hdl.handle.net/11299/175720

Chicago Manual of Style (16th Edition):

Swenson, Tanner. “Effect of Temperature on Prestressed Concrete Bridge Girder Strand Stress during Fabrication.” 2015. Masters Thesis, University of Minnesota. Accessed May 26, 2019. http://hdl.handle.net/11299/175720.

MLA Handbook (7th Edition):

Swenson, Tanner. “Effect of Temperature on Prestressed Concrete Bridge Girder Strand Stress during Fabrication.” 2015. Web. 26 May 2019.

Vancouver:

Swenson T. Effect of Temperature on Prestressed Concrete Bridge Girder Strand Stress during Fabrication. [Internet] [Masters thesis]. University of Minnesota; 2015. [cited 2019 May 26]. Available from: http://hdl.handle.net/11299/175720.

Council of Science Editors:

Swenson T. Effect of Temperature on Prestressed Concrete Bridge Girder Strand Stress during Fabrication. [Masters Thesis]. University of Minnesota; 2015. Available from: http://hdl.handle.net/11299/175720


University of South Carolina

20. Mangual, Jese David. ASSESSING CORROSION DAMAGE IN PRESTRESSED CONCRETE WITH ACOUSTIC EMISSION.

Degree: MS, Civil and Environmental Engineering, 2011, University of South Carolina

  Acoustic Emission (AE) sensing is employed to assess the presence and rate of steel corrosion evolving inside prestressing steel reinforced small-scale concrete specimens. Test… (more)

Subjects/Keywords: Civil and Environmental Engineering; Engineering; acoustic emission; concrete; corrosion; prestress

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APA (6th Edition):

Mangual, J. D. (2011). ASSESSING CORROSION DAMAGE IN PRESTRESSED CONCRETE WITH ACOUSTIC EMISSION. (Masters Thesis). University of South Carolina. Retrieved from https://scholarcommons.sc.edu/etd/2664

Chicago Manual of Style (16th Edition):

Mangual, Jese David. “ASSESSING CORROSION DAMAGE IN PRESTRESSED CONCRETE WITH ACOUSTIC EMISSION.” 2011. Masters Thesis, University of South Carolina. Accessed May 26, 2019. https://scholarcommons.sc.edu/etd/2664.

MLA Handbook (7th Edition):

Mangual, Jese David. “ASSESSING CORROSION DAMAGE IN PRESTRESSED CONCRETE WITH ACOUSTIC EMISSION.” 2011. Web. 26 May 2019.

Vancouver:

Mangual JD. ASSESSING CORROSION DAMAGE IN PRESTRESSED CONCRETE WITH ACOUSTIC EMISSION. [Internet] [Masters thesis]. University of South Carolina; 2011. [cited 2019 May 26]. Available from: https://scholarcommons.sc.edu/etd/2664.

Council of Science Editors:

Mangual JD. ASSESSING CORROSION DAMAGE IN PRESTRESSED CONCRETE WITH ACOUSTIC EMISSION. [Masters Thesis]. University of South Carolina; 2011. Available from: https://scholarcommons.sc.edu/etd/2664


Brno University of Technology

21. Figuli, Juraj. Predpätý most cez rieku Oravu .

Degree: 2013, Brno University of Technology

 Cieľom bakalárskej práce je návrh a dimenzovanie jednopoľového cestného mostu, ktorý má slúžiť pre premávku v meste. Základ práce tvorí statický posudok nosnej konštrukcie mosta,… (more)

Subjects/Keywords: Predpätie; dvoj-trám; rebro.; Prestress; two-beam; rib.

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APA (6th Edition):

Figuli, J. (2013). Predpätý most cez rieku Oravu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/29189

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):

Figuli, Juraj. “Predpätý most cez rieku Oravu .” 2013. Thesis, Brno University of Technology. Accessed May 26, 2019. http://hdl.handle.net/11012/29189.

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

MLA Handbook (7th Edition):

Figuli, Juraj. “Predpätý most cez rieku Oravu .” 2013. Web. 26 May 2019.

Vancouver:

Figuli J. Predpätý most cez rieku Oravu . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2019 May 26]. Available from: http://hdl.handle.net/11012/29189.

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

Council of Science Editors:

Figuli J. Predpätý most cez rieku Oravu . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/29189

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


Brno University of Technology

22. Kačer, Karel. Předpjatý most přes vodní tok .

Degree: 2013, Brno University of Technology

 Jako téma bakalářské práce jsem zvolil statické řešení přemostění pozemní komunikace. Jedná se o skutečnou silnici první třídy nacházející se nedaleko města Kolín ve středočeském… (more)

Subjects/Keywords: Dvoutrám; žebro; deska; beton; předpětí; Two-girder; rib; board; concrete; prestress

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APA (6th Edition):

Kačer, K. (2013). Předpjatý most přes vodní tok . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/28719

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):

Kačer, Karel. “Předpjatý most přes vodní tok .” 2013. Thesis, Brno University of Technology. Accessed May 26, 2019. http://hdl.handle.net/11012/28719.

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

MLA Handbook (7th Edition):

Kačer, Karel. “Předpjatý most přes vodní tok .” 2013. Web. 26 May 2019.

Vancouver:

Kačer K. Předpjatý most přes vodní tok . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2019 May 26]. Available from: http://hdl.handle.net/11012/28719.

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

Council of Science Editors:

Kačer K. Předpjatý most přes vodní tok . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/28719

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


Utah State University

23. Pickett, Ethan. The Short and Long-Term Effects of Temperature and Strain on a Concrete Bulb-Tree Girder Bridge.

Degree: MS, Civil and Environmental Engineering, 2017, Utah State University

  The Utah Transportation Center (UTC) as well as the Mountain Plains Consortium, sponsored a study to investigate the long-term performance of a deck bulb… (more)

Subjects/Keywords: Strain; Gradient; Camber; Prestress; Rain Flow; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Pickett, E. (2017). The Short and Long-Term Effects of Temperature and Strain on a Concrete Bulb-Tree Girder Bridge. (Masters Thesis). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/5811

Chicago Manual of Style (16th Edition):

Pickett, Ethan. “The Short and Long-Term Effects of Temperature and Strain on a Concrete Bulb-Tree Girder Bridge.” 2017. Masters Thesis, Utah State University. Accessed May 26, 2019. https://digitalcommons.usu.edu/etd/5811.

MLA Handbook (7th Edition):

Pickett, Ethan. “The Short and Long-Term Effects of Temperature and Strain on a Concrete Bulb-Tree Girder Bridge.” 2017. Web. 26 May 2019.

Vancouver:

Pickett E. The Short and Long-Term Effects of Temperature and Strain on a Concrete Bulb-Tree Girder Bridge. [Internet] [Masters thesis]. Utah State University; 2017. [cited 2019 May 26]. Available from: https://digitalcommons.usu.edu/etd/5811.

Council of Science Editors:

Pickett E. The Short and Long-Term Effects of Temperature and Strain on a Concrete Bulb-Tree Girder Bridge. [Masters Thesis]. Utah State University; 2017. Available from: https://digitalcommons.usu.edu/etd/5811


University of Texas – Austin

24. Dunkman, David Andrew. Bursting and spalling in pretensioned U-beams.

Degree: Civil, Architectural, and Environmental Engineering, 2009, University of Texas – Austin

 An experimental program was conducted at the Ferguson Structural Engineering Laboratory of The University of Texas at Austin, under the auspices of Texas Department of… (more)

Subjects/Keywords: bursting; spalling; U-beam; pretensioned concrete; prestressed concrete; release; transfer; end region; transverse tensile stress; experimental; concrete; transfer of prestress; prestress transfer; U-beams; U-girders; trapezoidal tub girders

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APA (6th Edition):

Dunkman, D. A. (2009). Bursting and spalling in pretensioned U-beams. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2009-12-406

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):

Dunkman, David Andrew. “Bursting and spalling in pretensioned U-beams.” 2009. Thesis, University of Texas – Austin. Accessed May 26, 2019. http://hdl.handle.net/2152/ETD-UT-2009-12-406.

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

MLA Handbook (7th Edition):

Dunkman, David Andrew. “Bursting and spalling in pretensioned U-beams.” 2009. Web. 26 May 2019.

Vancouver:

Dunkman DA. Bursting and spalling in pretensioned U-beams. [Internet] [Thesis]. University of Texas – Austin; 2009. [cited 2019 May 26]. Available from: http://hdl.handle.net/2152/ETD-UT-2009-12-406.

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

Council of Science Editors:

Dunkman DA. Bursting and spalling in pretensioned U-beams. [Thesis]. University of Texas – Austin; 2009. Available from: http://hdl.handle.net/2152/ETD-UT-2009-12-406

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

25. Correia, Tiago Gonçalo Gomes. Projecto de execução de uma obra de arte rodoviária.

Degree: 2012, Repositório Científico do Instituto Politécnico de Lisboa

O presente trabalho foi realizado no âmbito do Trabalho Final de Mestrado em Engenharia Civil do Instituto Superior de Engenharia de Lisboa. O trabalho consistiu… (more)

Subjects/Keywords: Passagem superior; Pré-esforço; Análise tabuleiros; Pilares; Encontros; Overpass; Prestress; Deck analysis; Piers; Abutments

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APA (6th Edition):

Correia, T. G. G. (2012). Projecto de execução de uma obra de arte rodoviária. (Thesis). Repositório Científico do Instituto Politécnico de Lisboa. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/1549

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):

Correia, Tiago Gonçalo Gomes. “Projecto de execução de uma obra de arte rodoviária.” 2012. Thesis, Repositório Científico do Instituto Politécnico de Lisboa. Accessed May 26, 2019. http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/1549.

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

MLA Handbook (7th Edition):

Correia, Tiago Gonçalo Gomes. “Projecto de execução de uma obra de arte rodoviária.” 2012. Web. 26 May 2019.

Vancouver:

Correia TGG. Projecto de execução de uma obra de arte rodoviária. [Internet] [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2012. [cited 2019 May 26]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/1549.

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

Council of Science Editors:

Correia TGG. Projecto de execução de uma obra de arte rodoviária. [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2012. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/1549

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

26. Nguyen, Sy Tuan. Propagation de fissures et endommagement par microfissures des matériaux viscoélastiques linéaires non vieillissants : Propagation of cracks and damage in non aging linear viscoelastic media.

Degree: Docteur es, Mécanique, génie mécanique, génie civil, 2010, Université Paris-Est

La plupart de l'énergie en France est d'origine nucléaire. Le bâtiment de réaction comporte une enceinte interne et une externe. L'enceinte interne est en béton… (more)

Subjects/Keywords: Micromécanique; Fissure; Endommagement; Viscoélastique; Propagation; Précontrainte; Micromechanic; Crack; Dammage; Viscoelastic; Propagation; Prestress

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APA (6th Edition):

Nguyen, S. T. (2010). Propagation de fissures et endommagement par microfissures des matériaux viscoélastiques linéaires non vieillissants : Propagation of cracks and damage in non aging linear viscoelastic media. (Doctoral Dissertation). Université Paris-Est. Retrieved from http://www.theses.fr/2010PEST1082

Chicago Manual of Style (16th Edition):

Nguyen, Sy Tuan. “Propagation de fissures et endommagement par microfissures des matériaux viscoélastiques linéaires non vieillissants : Propagation of cracks and damage in non aging linear viscoelastic media.” 2010. Doctoral Dissertation, Université Paris-Est. Accessed May 26, 2019. http://www.theses.fr/2010PEST1082.

MLA Handbook (7th Edition):

Nguyen, Sy Tuan. “Propagation de fissures et endommagement par microfissures des matériaux viscoélastiques linéaires non vieillissants : Propagation of cracks and damage in non aging linear viscoelastic media.” 2010. Web. 26 May 2019.

Vancouver:

Nguyen ST. Propagation de fissures et endommagement par microfissures des matériaux viscoélastiques linéaires non vieillissants : Propagation of cracks and damage in non aging linear viscoelastic media. [Internet] [Doctoral dissertation]. Université Paris-Est; 2010. [cited 2019 May 26]. Available from: http://www.theses.fr/2010PEST1082.

Council of Science Editors:

Nguyen ST. Propagation de fissures et endommagement par microfissures des matériaux viscoélastiques linéaires non vieillissants : Propagation of cracks and damage in non aging linear viscoelastic media. [Doctoral Dissertation]. Université Paris-Est; 2010. Available from: http://www.theses.fr/2010PEST1082


Princeton University

27. Abdel-Jaber, Hiba. Comprehensive Strain-based Methods for Monitoring Prestressed Concrete Beam-like Elements .

Degree: PhD, 2017, Princeton University

 Structural Health Monitoring (SHM) is defined as the process of periodically or continuously measuring structural parameters for the purpose of assessing the performance of a… (more)

Subjects/Keywords: Fiber optic sensors; Pre-release cracks; Prestressed concrete; Prestress losses; Structural Health Monitoring

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APA (6th Edition):

Abdel-Jaber, H. (2017). Comprehensive Strain-based Methods for Monitoring Prestressed Concrete Beam-like Elements . (Doctoral Dissertation). Princeton University. Retrieved from http://arks.princeton.edu/ark:/88435/dsp016969z338q

Chicago Manual of Style (16th Edition):

Abdel-Jaber, Hiba. “Comprehensive Strain-based Methods for Monitoring Prestressed Concrete Beam-like Elements .” 2017. Doctoral Dissertation, Princeton University. Accessed May 26, 2019. http://arks.princeton.edu/ark:/88435/dsp016969z338q.

MLA Handbook (7th Edition):

Abdel-Jaber, Hiba. “Comprehensive Strain-based Methods for Monitoring Prestressed Concrete Beam-like Elements .” 2017. Web. 26 May 2019.

Vancouver:

Abdel-Jaber H. Comprehensive Strain-based Methods for Monitoring Prestressed Concrete Beam-like Elements . [Internet] [Doctoral dissertation]. Princeton University; 2017. [cited 2019 May 26]. Available from: http://arks.princeton.edu/ark:/88435/dsp016969z338q.

Council of Science Editors:

Abdel-Jaber H. Comprehensive Strain-based Methods for Monitoring Prestressed Concrete Beam-like Elements . [Doctoral Dissertation]. Princeton University; 2017. Available from: http://arks.princeton.edu/ark:/88435/dsp016969z338q


Virginia Tech

28. Cross, Benjamin Thomas. Structural Performance of High Strength Lightweight Concrete Pretensioned Bridge Girders.

Degree: PhD, Civil Engineering, 2012, Virginia Tech

 The use of high compressive strengths in prestressed bridge girders can lower costs by allowing for longer spans, increased girder spacing, and smaller cross-sections. If… (more)

Subjects/Keywords: prestress loss; development length; transfer length; high strength concrete; lightweight concrete; camber growth; pretensioned girders

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

APA (6th Edition):

Cross, B. T. (2012). Structural Performance of High Strength Lightweight Concrete Pretensioned Bridge Girders. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/26190

Chicago Manual of Style (16th Edition):

Cross, Benjamin Thomas. “Structural Performance of High Strength Lightweight Concrete Pretensioned Bridge Girders.” 2012. Doctoral Dissertation, Virginia Tech. Accessed May 26, 2019. http://hdl.handle.net/10919/26190.

MLA Handbook (7th Edition):

Cross, Benjamin Thomas. “Structural Performance of High Strength Lightweight Concrete Pretensioned Bridge Girders.” 2012. Web. 26 May 2019.

Vancouver:

Cross BT. Structural Performance of High Strength Lightweight Concrete Pretensioned Bridge Girders. [Internet] [Doctoral dissertation]. Virginia Tech; 2012. [cited 2019 May 26]. Available from: http://hdl.handle.net/10919/26190.

Council of Science Editors:

Cross BT. Structural Performance of High Strength Lightweight Concrete Pretensioned Bridge Girders. [Doctoral Dissertation]. Virginia Tech; 2012. Available from: http://hdl.handle.net/10919/26190


Curtin University of Technology

29. Kong, Paul Y.L. Transfer of prestress by pretensioned wire tendons .

Degree: 1993, Curtin University of Technology

 Key words: End zone, prestress transfer, wire tendon, transmission length, pull-in, plain wire, indented wire, concrete strength, size of wire, gradual release, sudden release, shock… (more)

Subjects/Keywords: end zones; prestress transfer; wire tendons

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APA (6th Edition):

Kong, P. Y. L. (1993). Transfer of prestress by pretensioned wire tendons . (Thesis). Curtin University of Technology. Retrieved from http://hdl.handle.net/20.500.11937/1752

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):

Kong, Paul Y L. “Transfer of prestress by pretensioned wire tendons .” 1993. Thesis, Curtin University of Technology. Accessed May 26, 2019. http://hdl.handle.net/20.500.11937/1752.

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

MLA Handbook (7th Edition):

Kong, Paul Y L. “Transfer of prestress by pretensioned wire tendons .” 1993. Web. 26 May 2019.

Vancouver:

Kong PYL. Transfer of prestress by pretensioned wire tendons . [Internet] [Thesis]. Curtin University of Technology; 1993. [cited 2019 May 26]. Available from: http://hdl.handle.net/20.500.11937/1752.

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

Council of Science Editors:

Kong PYL. Transfer of prestress by pretensioned wire tendons . [Thesis]. Curtin University of Technology; 1993. Available from: http://hdl.handle.net/20.500.11937/1752

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

30. Arnold, Matthew Lukas. Un-tensioned pullout tests to predict the bond quality of different prestressing reinforcements used in concrete railroad ties.

Degree: MS, Department of Civil Engineering, 2013, Kansas State University

 An experimental testing program was conducted at Kansas State University (KSU) to test the bond characteristics of various 5.32-mm-diameter steel wires and smaller diameter (less… (more)

Subjects/Keywords: Pullout test; Transfer length; Bond; Concrete railroad ties; Quality control; Prestress; Civil Engineering (0543)

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

APA (6th Edition):

Arnold, M. L. (2013). Un-tensioned pullout tests to predict the bond quality of different prestressing reinforcements used in concrete railroad ties. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/15625

Chicago Manual of Style (16th Edition):

Arnold, Matthew Lukas. “Un-tensioned pullout tests to predict the bond quality of different prestressing reinforcements used in concrete railroad ties.” 2013. Masters Thesis, Kansas State University. Accessed May 26, 2019. http://hdl.handle.net/2097/15625.

MLA Handbook (7th Edition):

Arnold, Matthew Lukas. “Un-tensioned pullout tests to predict the bond quality of different prestressing reinforcements used in concrete railroad ties.” 2013. Web. 26 May 2019.

Vancouver:

Arnold ML. Un-tensioned pullout tests to predict the bond quality of different prestressing reinforcements used in concrete railroad ties. [Internet] [Masters thesis]. Kansas State University; 2013. [cited 2019 May 26]. Available from: http://hdl.handle.net/2097/15625.

Council of Science Editors:

Arnold ML. Un-tensioned pullout tests to predict the bond quality of different prestressing reinforcements used in concrete railroad ties. [Masters Thesis]. Kansas State University; 2013. Available from: http://hdl.handle.net/2097/15625

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