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Dept: Civil and Environmental Engineering

You searched for subject:(High Performance Concrete). Showing records 1 – 12 of 12 total matches.

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Virginia Tech

1. Dacanay, Thomas Christian. Ultra-High Performance Concrete Shear Walls in Tall Buildings.

Degree: MS, Civil and Environmental Engineering, 2016, Virginia Tech

 This thesis presents the results of an effort to quantify the implications of using ultra-high performance concrete (UHPC) for shear walls in tall buildings considering… (more)

Subjects/Keywords: Ultra-high performance concrete; shear wall; Lattice Discrete Particle Model; sustainability

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APA (6th Edition):

Dacanay, T. C. (2016). Ultra-High Performance Concrete Shear Walls in Tall Buildings. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/65161

Chicago Manual of Style (16th Edition):

Dacanay, Thomas Christian. “Ultra-High Performance Concrete Shear Walls in Tall Buildings.” 2016. Masters Thesis, Virginia Tech. Accessed July 21, 2019. http://hdl.handle.net/10919/65161.

MLA Handbook (7th Edition):

Dacanay, Thomas Christian. “Ultra-High Performance Concrete Shear Walls in Tall Buildings.” 2016. Web. 21 Jul 2019.

Vancouver:

Dacanay TC. Ultra-High Performance Concrete Shear Walls in Tall Buildings. [Internet] [Masters thesis]. Virginia Tech; 2016. [cited 2019 Jul 21]. Available from: http://hdl.handle.net/10919/65161.

Council of Science Editors:

Dacanay TC. Ultra-High Performance Concrete Shear Walls in Tall Buildings. [Masters Thesis]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/65161


Mississippi State University

2. Williams, Brett Anthony. Equipment and protocols for quasi-static and dynamic tests of High-Strength High-Ductility Concrete (HSHDC) and Very-High-Strength Concrete (VHSC).

Degree: MS, Civil and Environmental Engineering, 2015, Mississippi State University

  This research developed the quasi-static and dynamic equipment and protocols for tests of both Very-High-Strength Concrete (VHSC) and High-Strength High-Ductility Concrete (HSHDC) to predict… (more)

Subjects/Keywords: blast load simulator; high-performance concrete; mechanical properties; strain rate sensitivity

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APA (6th Edition):

Williams, B. A. (2015). Equipment and protocols for quasi-static and dynamic tests of High-Strength High-Ductility Concrete (HSHDC) and Very-High-Strength Concrete (VHSC). (Masters Thesis). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-10232015-140131/ ;

Chicago Manual of Style (16th Edition):

Williams, Brett Anthony. “Equipment and protocols for quasi-static and dynamic tests of High-Strength High-Ductility Concrete (HSHDC) and Very-High-Strength Concrete (VHSC).” 2015. Masters Thesis, Mississippi State University. Accessed July 21, 2019. http://sun.library.msstate.edu/ETD-db/theses/available/etd-10232015-140131/ ;.

MLA Handbook (7th Edition):

Williams, Brett Anthony. “Equipment and protocols for quasi-static and dynamic tests of High-Strength High-Ductility Concrete (HSHDC) and Very-High-Strength Concrete (VHSC).” 2015. Web. 21 Jul 2019.

Vancouver:

Williams BA. Equipment and protocols for quasi-static and dynamic tests of High-Strength High-Ductility Concrete (HSHDC) and Very-High-Strength Concrete (VHSC). [Internet] [Masters thesis]. Mississippi State University; 2015. [cited 2019 Jul 21]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-10232015-140131/ ;.

Council of Science Editors:

Williams BA. Equipment and protocols for quasi-static and dynamic tests of High-Strength High-Ductility Concrete (HSHDC) and Very-High-Strength Concrete (VHSC). [Masters Thesis]. Mississippi State University; 2015. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-10232015-140131/ ;


Mississippi State University

3. Allard, Thomas. Mechanical Property Development and Numerical Modeling of Ultra-High Performance Concrete Focused on Isothermal Curing Conditions.

Degree: MS, Civil and Environmental Engineering, 2018, Mississippi State University

 Ultra-high performance concrete (UHPC) has progressively gained interest because of its favorable strength and durability properties. Literature shows that curing temperature has a significant effect… (more)

Subjects/Keywords: compressive strength; strength development; elastic modulus; concrete; UHPC; ultra high performance concrete; isothermal; curing; finite element analysis; numerical analysis

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APA (6th Edition):

Allard, T. (2018). Mechanical Property Development and Numerical Modeling of Ultra-High Performance Concrete Focused on Isothermal Curing Conditions. (Masters Thesis). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-10232018-102317/ ;

Chicago Manual of Style (16th Edition):

Allard, Thomas. “Mechanical Property Development and Numerical Modeling of Ultra-High Performance Concrete Focused on Isothermal Curing Conditions.” 2018. Masters Thesis, Mississippi State University. Accessed July 21, 2019. http://sun.library.msstate.edu/ETD-db/theses/available/etd-10232018-102317/ ;.

MLA Handbook (7th Edition):

Allard, Thomas. “Mechanical Property Development and Numerical Modeling of Ultra-High Performance Concrete Focused on Isothermal Curing Conditions.” 2018. Web. 21 Jul 2019.

Vancouver:

Allard T. Mechanical Property Development and Numerical Modeling of Ultra-High Performance Concrete Focused on Isothermal Curing Conditions. [Internet] [Masters thesis]. Mississippi State University; 2018. [cited 2019 Jul 21]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-10232018-102317/ ;.

Council of Science Editors:

Allard T. Mechanical Property Development and Numerical Modeling of Ultra-High Performance Concrete Focused on Isothermal Curing Conditions. [Masters Thesis]. Mississippi State University; 2018. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-10232018-102317/ ;


Georgia Tech

4. 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 July 21, 2019. 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. 21 Jul 2019.

Vancouver:

Canfield SR. Full Scale Testing of Prestressed, High Performance Concrete, Bridge Girders. [Internet] [Masters thesis]. Georgia Tech; 2005. [cited 2019 Jul 21]. 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

5. El Helou, Rafic Gerges. Multiscale Computational Framework for Analysis and Design of Ultra-High Performance Concrete Structural Components and Systems.

Degree: PhD, Civil and Environmental Engineering, 2016, Virginia Tech

 This research develops and validates computational tools for the design and analysis of structural components and systems constructed with Ultra-High Performance Concrete (UHPC). The modeling… (more)

Subjects/Keywords: Ultra-high performance concrete; Lattice discrete particle model; Continuum triaxial model; Material characterization; Structural analysis

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APA (6th Edition):

El Helou, R. G. (2016). Multiscale Computational Framework for Analysis and Design of Ultra-High Performance Concrete Structural Components and Systems. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/73381

Chicago Manual of Style (16th Edition):

El Helou, Rafic Gerges. “Multiscale Computational Framework for Analysis and Design of Ultra-High Performance Concrete Structural Components and Systems.” 2016. Doctoral Dissertation, Virginia Tech. Accessed July 21, 2019. http://hdl.handle.net/10919/73381.

MLA Handbook (7th Edition):

El Helou, Rafic Gerges. “Multiscale Computational Framework for Analysis and Design of Ultra-High Performance Concrete Structural Components and Systems.” 2016. Web. 21 Jul 2019.

Vancouver:

El Helou RG. Multiscale Computational Framework for Analysis and Design of Ultra-High Performance Concrete Structural Components and Systems. [Internet] [Doctoral dissertation]. Virginia Tech; 2016. [cited 2019 Jul 21]. Available from: http://hdl.handle.net/10919/73381.

Council of Science Editors:

El Helou RG. Multiscale Computational Framework for Analysis and Design of Ultra-High Performance Concrete Structural Components and Systems. [Doctoral Dissertation]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/73381


University of California – Berkeley

6. Hay, Rotana. Development, Durability Studies and Application of High Performance Green Hybrid Fiber-Reinforced Concrete (HP-G-HyFRC) for Sustainable Infrastructure and Energy Efficient Buildings.

Degree: Civil and Environmental Engineering, 2015, University of California – Berkeley

Concrete-related construction industry consumes considerable amount of energy, resulting in large CO2 release into the atmosphere. Cement which is used as the main binder in… (more)

Subjects/Keywords: Civil engineering; Sustainability; Architectural engineering; corrosion; durability; high performance fiber-reinforced concrete; infrastructure; life cycle assessment; sustainability

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APA (6th Edition):

Hay, R. (2015). Development, Durability Studies and Application of High Performance Green Hybrid Fiber-Reinforced Concrete (HP-G-HyFRC) for Sustainable Infrastructure and Energy Efficient Buildings. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/9gj5w1km

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):

Hay, Rotana. “Development, Durability Studies and Application of High Performance Green Hybrid Fiber-Reinforced Concrete (HP-G-HyFRC) for Sustainable Infrastructure and Energy Efficient Buildings.” 2015. Thesis, University of California – Berkeley. Accessed July 21, 2019. http://www.escholarship.org/uc/item/9gj5w1km.

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

MLA Handbook (7th Edition):

Hay, Rotana. “Development, Durability Studies and Application of High Performance Green Hybrid Fiber-Reinforced Concrete (HP-G-HyFRC) for Sustainable Infrastructure and Energy Efficient Buildings.” 2015. Web. 21 Jul 2019.

Vancouver:

Hay R. Development, Durability Studies and Application of High Performance Green Hybrid Fiber-Reinforced Concrete (HP-G-HyFRC) for Sustainable Infrastructure and Energy Efficient Buildings. [Internet] [Thesis]. University of California – Berkeley; 2015. [cited 2019 Jul 21]. Available from: http://www.escholarship.org/uc/item/9gj5w1km.

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

Council of Science Editors:

Hay R. Development, Durability Studies and Application of High Performance Green Hybrid Fiber-Reinforced Concrete (HP-G-HyFRC) for Sustainable Infrastructure and Energy Efficient Buildings. [Thesis]. University of California – Berkeley; 2015. Available from: http://www.escholarship.org/uc/item/9gj5w1km

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


Virginia Tech

7. Grant, James Philip. Non-Contact Lap Splices in Dissimilar Concretes.

Degree: MS, Civil and Environmental Engineering, 2015, Virginia Tech

 Non-contact lap splices placed within a single concrete placement are often used and have been studied in previous research projects. However, non-contact lap splices used… (more)

Subjects/Keywords: non-contact lap splice; very high performance concrete (VHPC); adjacent box beam bridge repair; inverted T-beam bridge

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APA (6th Edition):

Grant, J. P. (2015). Non-Contact Lap Splices in Dissimilar Concretes. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/56585

Chicago Manual of Style (16th Edition):

Grant, James Philip. “Non-Contact Lap Splices in Dissimilar Concretes.” 2015. Masters Thesis, Virginia Tech. Accessed July 21, 2019. http://hdl.handle.net/10919/56585.

MLA Handbook (7th Edition):

Grant, James Philip. “Non-Contact Lap Splices in Dissimilar Concretes.” 2015. Web. 21 Jul 2019.

Vancouver:

Grant JP. Non-Contact Lap Splices in Dissimilar Concretes. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2019 Jul 21]. Available from: http://hdl.handle.net/10919/56585.

Council of Science Editors:

Grant JP. Non-Contact Lap Splices in Dissimilar Concretes. [Masters Thesis]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/56585


Virginia Tech

8. D'Alessandro, Kacie Caple. Biaxial Behavior of Ultra-High Performance Concrete and Untreated UHPC Waffle Slab Bridge Deck Design and Testing.

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

 Ultra-high performance concrete (UHPC) was evaluated as a potential material for future bridge deck designs. Material characterization tests took place to identify potential challenges in… (more)

Subjects/Keywords: ultra-high performance concrete; UHPC; biaxial stress; failure criterion; waffle slab bridge deck; digital image correlation

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APA (6th Edition):

D'Alessandro, K. C. (2013). Biaxial Behavior of Ultra-High Performance Concrete and Untreated UHPC Waffle Slab Bridge Deck Design and Testing. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/23731

Chicago Manual of Style (16th Edition):

D'Alessandro, Kacie Caple. “Biaxial Behavior of Ultra-High Performance Concrete and Untreated UHPC Waffle Slab Bridge Deck Design and Testing.” 2013. Doctoral Dissertation, Virginia Tech. Accessed July 21, 2019. http://hdl.handle.net/10919/23731.

MLA Handbook (7th Edition):

D'Alessandro, Kacie Caple. “Biaxial Behavior of Ultra-High Performance Concrete and Untreated UHPC Waffle Slab Bridge Deck Design and Testing.” 2013. Web. 21 Jul 2019.

Vancouver:

D'Alessandro KC. Biaxial Behavior of Ultra-High Performance Concrete and Untreated UHPC Waffle Slab Bridge Deck Design and Testing. [Internet] [Doctoral dissertation]. Virginia Tech; 2013. [cited 2019 Jul 21]. Available from: http://hdl.handle.net/10919/23731.

Council of Science Editors:

D'Alessandro KC. Biaxial Behavior of Ultra-High Performance Concrete and Untreated UHPC Waffle Slab Bridge Deck Design and Testing. [Doctoral Dissertation]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/23731


Georgia Tech

9. 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 (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 July 21, 2019. http://hdl.handle.net/1853/7120.

MLA Handbook (7th Edition):

Haines, Robert Anthony. “Shear Testing of Prestressed High Performance Concrete Bridge Girders.” 2005. Web. 21 Jul 2019.

Vancouver:

Haines RA. Shear Testing of Prestressed High Performance Concrete Bridge Girders. [Internet] [Masters thesis]. Georgia Tech; 2005. [cited 2019 Jul 21]. 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

10. Black, Valerie Mills. Single Straight Steel Fiber Pullout Characterization in Ultra-High Performance Concrete.

Degree: MS, Civil and Environmental Engineering, 2014, Virginia Tech

 This thesis presents results of an experimental investigation to characterize single straight steel fiber pullout in Ultra-High Performance Concrete (UHPC). Several parameters were explored including… (more)

Subjects/Keywords: fiber pullout; proximity effect; Ultra-High Performance Concrete; bond slip

…tests are performed using straight steel fibers in Ultra-High Performance Concrete (UHPC… …x29; and Ultra-High Performance Fiber-Reinforced Concrete (UHP-FRC). Several… …single fiber pullout (AbuLebdeh et al. 2010). Ultra-high performance concrete (… …fiber pullout of smooth straight fibers vertically embedded in Ultra-High Performance Concrete… …Performance Concrete Placing Process The Ultra-High Performance Concrete (UHPC) mix used… 

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APA (6th Edition):

Black, V. M. (2014). Single Straight Steel Fiber Pullout Characterization in Ultra-High Performance Concrete. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/49611

Chicago Manual of Style (16th Edition):

Black, Valerie Mills. “Single Straight Steel Fiber Pullout Characterization in Ultra-High Performance Concrete.” 2014. Masters Thesis, Virginia Tech. Accessed July 21, 2019. http://hdl.handle.net/10919/49611.

MLA Handbook (7th Edition):

Black, Valerie Mills. “Single Straight Steel Fiber Pullout Characterization in Ultra-High Performance Concrete.” 2014. Web. 21 Jul 2019.

Vancouver:

Black VM. Single Straight Steel Fiber Pullout Characterization in Ultra-High Performance Concrete. [Internet] [Masters thesis]. Virginia Tech; 2014. [cited 2019 Jul 21]. Available from: http://hdl.handle.net/10919/49611.

Council of Science Editors:

Black VM. Single Straight Steel Fiber Pullout Characterization in Ultra-High Performance Concrete. [Masters Thesis]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/49611


Utah State University

11. Angomas, Franklin B. Behavior of Prestressed Concrete Bridge Girders.

Degree: MS, Civil and Environmental Engineering, 2009, Utah State University

 For this research, prestress losses were monitored in six HPC bridge girders. These measured losses were compared to predicted losses according to four sources. Prestress… (more)

Subjects/Keywords: Bridges; Deflections; Girders; High Performance Concrete; Prestress Loss; Civil Engineering

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APA (6th Edition):

Angomas, F. B. (2009). Behavior of Prestressed Concrete Bridge Girders. (Masters Thesis). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/405

Chicago Manual of Style (16th Edition):

Angomas, Franklin B. “Behavior of Prestressed Concrete Bridge Girders.” 2009. Masters Thesis, Utah State University. Accessed July 21, 2019. https://digitalcommons.usu.edu/etd/405.

MLA Handbook (7th Edition):

Angomas, Franklin B. “Behavior of Prestressed Concrete Bridge Girders.” 2009. Web. 21 Jul 2019.

Vancouver:

Angomas FB. Behavior of Prestressed Concrete Bridge Girders. [Internet] [Masters thesis]. Utah State University; 2009. [cited 2019 Jul 21]. Available from: https://digitalcommons.usu.edu/etd/405.

Council of Science Editors:

Angomas FB. Behavior of Prestressed Concrete Bridge Girders. [Masters Thesis]. Utah State University; 2009. Available from: https://digitalcommons.usu.edu/etd/405

12. Holland, Robert Brett. Durability of precast prestressed concrete piles in marine environments.

Degree: PhD, Civil and Environmental Engineering, 2012, Georgia Tech

 In this research, two phases of work were conducted. First, an investigation into the durability concerns for precast prestressed concrete piles exposed to marine environments… (more)

Subjects/Keywords: Self-healing concrete; High performance concrete; Carbonation; Sulfate attack; Chloride induced corrosion; Self-healing materials; Smart materials; Precast concrete

…RESISTANCE OF HIGH PERFORMANCE CONCRETE 144 5.1 Introduction 144 5.2 Experimental Program… …SULFATE RESISTANCE OF HIGH PERFORMANCE CONCRETE 169 6.1 Introduction 169 6.2 Experimental… …OF HIGH PERFORMANCE CONCRETE 200 7.1 Introduction 200 7.2 Experimental Program 202… …Conclusions and Recommendations CHAPTER 8: SELF-HEALING OF HIGH PERFORMANCE CONCRETE 219 220 8.1… …Georgia Department of Transportation HPC High performance concrete HPMC High performance… 

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APA (6th Edition):

Holland, R. B. (2012). Durability of precast prestressed concrete piles in marine environments. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/44859

Chicago Manual of Style (16th Edition):

Holland, Robert Brett. “Durability of precast prestressed concrete piles in marine environments.” 2012. Doctoral Dissertation, Georgia Tech. Accessed July 21, 2019. http://hdl.handle.net/1853/44859.

MLA Handbook (7th Edition):

Holland, Robert Brett. “Durability of precast prestressed concrete piles in marine environments.” 2012. Web. 21 Jul 2019.

Vancouver:

Holland RB. Durability of precast prestressed concrete piles in marine environments. [Internet] [Doctoral dissertation]. Georgia Tech; 2012. [cited 2019 Jul 21]. Available from: http://hdl.handle.net/1853/44859.

Council of Science Editors:

Holland RB. Durability of precast prestressed concrete piles in marine environments. [Doctoral Dissertation]. Georgia Tech; 2012. Available from: http://hdl.handle.net/1853/44859

.