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You searched for +publisher:"University of Connecticut" +contributor:("Michael Accorsi"). Showing records 1 – 19 of 19 total matches.

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University of Connecticut

1. Martindale, Harry F, IV. Rate-Dependent Behavior of Clay.

Degree: MS, Civil Engineering, 2011, University of Connecticut

  This thesis presents a strain-rate dependent two-surface plasticity constitutive model for clays based on the critical-state soil mechanics.  The model reproduces the mechanical response… (more)

Subjects/Keywords: Clay; Constitutive Modeling; Rate-Dependent

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APA (6th Edition):

Martindale, Harry F, I. (2011). Rate-Dependent Behavior of Clay. (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/53

Chicago Manual of Style (16th Edition):

Martindale, Harry F, IV. “Rate-Dependent Behavior of Clay.” 2011. Masters Thesis, University of Connecticut. Accessed July 18, 2019. https://opencommons.uconn.edu/gs_theses/53.

MLA Handbook (7th Edition):

Martindale, Harry F, IV. “Rate-Dependent Behavior of Clay.” 2011. Web. 18 Jul 2019.

Vancouver:

Martindale, Harry F I. Rate-Dependent Behavior of Clay. [Internet] [Masters thesis]. University of Connecticut; 2011. [cited 2019 Jul 18]. Available from: https://opencommons.uconn.edu/gs_theses/53.

Council of Science Editors:

Martindale, Harry F I. Rate-Dependent Behavior of Clay. [Masters Thesis]. University of Connecticut; 2011. Available from: https://opencommons.uconn.edu/gs_theses/53


University of Connecticut

2. Burke, Brian T. Residual Strength of Ultra-High Performance Concrete After Exposure to Elevated Temperatures.

Degree: MS, Civil Engineering, 2011, University of Connecticut

  This paper presents the results of a study on the effect of elevated temperatures on the compressive strength of <a></a><a>ultra-high-performance fiber-reinforced concrete </a>(<a>UHPFRC</a>). Two different… (more)

Subjects/Keywords: ultra-high performance concrete; residual strength; elevated temperature; compressive strength; fiber reinforced concrete

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APA (6th Edition):

Burke, B. T. (2011). Residual Strength of Ultra-High Performance Concrete After Exposure to Elevated Temperatures. (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/44

Chicago Manual of Style (16th Edition):

Burke, Brian T. “Residual Strength of Ultra-High Performance Concrete After Exposure to Elevated Temperatures.” 2011. Masters Thesis, University of Connecticut. Accessed July 18, 2019. https://opencommons.uconn.edu/gs_theses/44.

MLA Handbook (7th Edition):

Burke, Brian T. “Residual Strength of Ultra-High Performance Concrete After Exposure to Elevated Temperatures.” 2011. Web. 18 Jul 2019.

Vancouver:

Burke BT. Residual Strength of Ultra-High Performance Concrete After Exposure to Elevated Temperatures. [Internet] [Masters thesis]. University of Connecticut; 2011. [cited 2019 Jul 18]. Available from: https://opencommons.uconn.edu/gs_theses/44.

Council of Science Editors:

Burke BT. Residual Strength of Ultra-High Performance Concrete After Exposure to Elevated Temperatures. [Masters Thesis]. University of Connecticut; 2011. Available from: https://opencommons.uconn.edu/gs_theses/44


University of Connecticut

3. Gionet, Thomas G. The Structural Response of a Frame-Membrane Lunar Habitat Subjected to Impact and Thermal Loads.

Degree: MS, Civil Engineering, 2011, University of Connecticut

  Due to their lightweight, ease of construction, and sturdy design, three-dimensional frame-membrane structures have often been used as semi-permanent structures by the military and… (more)

Subjects/Keywords: Lunar Structures; Impact; Thermal; Finite Element; Frequency; Static Analysis; Dynamic Analysis

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APA (6th Edition):

Gionet, T. G. (2011). The Structural Response of a Frame-Membrane Lunar Habitat Subjected to Impact and Thermal Loads. (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/159

Chicago Manual of Style (16th Edition):

Gionet, Thomas G. “The Structural Response of a Frame-Membrane Lunar Habitat Subjected to Impact and Thermal Loads.” 2011. Masters Thesis, University of Connecticut. Accessed July 18, 2019. https://opencommons.uconn.edu/gs_theses/159.

MLA Handbook (7th Edition):

Gionet, Thomas G. “The Structural Response of a Frame-Membrane Lunar Habitat Subjected to Impact and Thermal Loads.” 2011. Web. 18 Jul 2019.

Vancouver:

Gionet TG. The Structural Response of a Frame-Membrane Lunar Habitat Subjected to Impact and Thermal Loads. [Internet] [Masters thesis]. University of Connecticut; 2011. [cited 2019 Jul 18]. Available from: https://opencommons.uconn.edu/gs_theses/159.

Council of Science Editors:

Gionet TG. The Structural Response of a Frame-Membrane Lunar Habitat Subjected to Impact and Thermal Loads. [Masters Thesis]. University of Connecticut; 2011. Available from: https://opencommons.uconn.edu/gs_theses/159


University of Connecticut

4. Li, Jingcheng. Evaluation of Elastic-Plastic and Damage Models for Ultra High Performance Concrete (UHPC).

Degree: MS, Civil Engineering, 2011, University of Connecticut

  Ultra-high performance concrete (UHPC) has been developed in recent decades as a new class of concrete which exhibits increased strength, durability and long-term stability… (more)

Subjects/Keywords: constitutive model; elastic-plastic model; damage model; LS-DYNA; ABAQUS

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APA (6th Edition):

Li, J. (2011). Evaluation of Elastic-Plastic and Damage Models for Ultra High Performance Concrete (UHPC). (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/185

Chicago Manual of Style (16th Edition):

Li, Jingcheng. “Evaluation of Elastic-Plastic and Damage Models for Ultra High Performance Concrete (UHPC).” 2011. Masters Thesis, University of Connecticut. Accessed July 18, 2019. https://opencommons.uconn.edu/gs_theses/185.

MLA Handbook (7th Edition):

Li, Jingcheng. “Evaluation of Elastic-Plastic and Damage Models for Ultra High Performance Concrete (UHPC).” 2011. Web. 18 Jul 2019.

Vancouver:

Li J. Evaluation of Elastic-Plastic and Damage Models for Ultra High Performance Concrete (UHPC). [Internet] [Masters thesis]. University of Connecticut; 2011. [cited 2019 Jul 18]. Available from: https://opencommons.uconn.edu/gs_theses/185.

Council of Science Editors:

Li J. Evaluation of Elastic-Plastic and Damage Models for Ultra High Performance Concrete (UHPC). [Masters Thesis]. University of Connecticut; 2011. Available from: https://opencommons.uconn.edu/gs_theses/185


University of Connecticut

5. Bernier, Alexander K. Laboratory and Field Evaluation of Two Warm-Mix Additives in Connecticut and Validation of an Alternative Moisture Susceptibility Test.

Degree: MS, Civil Engineering, 2012, University of Connecticut

  The first official state Warm-Mix Asphalt (WMA) pavement project in Connecticut was constructed between July 20th and 22nd, 2010 and it involved three experimental… (more)

Subjects/Keywords: Warm-Mix Asphalt; Sasobit wax; Low-Temperature Fracture; Mositure Susceptibility; HMA; Asphalt; Pavement

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APA (6th Edition):

Bernier, A. K. (2012). Laboratory and Field Evaluation of Two Warm-Mix Additives in Connecticut and Validation of an Alternative Moisture Susceptibility Test. (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/290

Chicago Manual of Style (16th Edition):

Bernier, Alexander K. “Laboratory and Field Evaluation of Two Warm-Mix Additives in Connecticut and Validation of an Alternative Moisture Susceptibility Test.” 2012. Masters Thesis, University of Connecticut. Accessed July 18, 2019. https://opencommons.uconn.edu/gs_theses/290.

MLA Handbook (7th Edition):

Bernier, Alexander K. “Laboratory and Field Evaluation of Two Warm-Mix Additives in Connecticut and Validation of an Alternative Moisture Susceptibility Test.” 2012. Web. 18 Jul 2019.

Vancouver:

Bernier AK. Laboratory and Field Evaluation of Two Warm-Mix Additives in Connecticut and Validation of an Alternative Moisture Susceptibility Test. [Internet] [Masters thesis]. University of Connecticut; 2012. [cited 2019 Jul 18]. Available from: https://opencommons.uconn.edu/gs_theses/290.

Council of Science Editors:

Bernier AK. Laboratory and Field Evaluation of Two Warm-Mix Additives in Connecticut and Validation of an Alternative Moisture Susceptibility Test. [Masters Thesis]. University of Connecticut; 2012. Available from: https://opencommons.uconn.edu/gs_theses/290


University of Connecticut

6. Franco, Joseph A, III. Real-Time Hybrid Substructuring For System Level Vibration Testing Of Mechanical Equipment.

Degree: PhD, Civil Engineering, 2016, University of Connecticut

  Vibration of mechanical equipment in structures can result in fatigue, detection, and/or environmental concerns. Numerical simulation of these mechanical/structural systems to verify the system… (more)

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APA (6th Edition):

Franco, Joseph A, I. (2016). Real-Time Hybrid Substructuring For System Level Vibration Testing Of Mechanical Equipment. (Doctoral Dissertation). University of Connecticut. Retrieved from https://opencommons.uconn.edu/dissertations/1062

Chicago Manual of Style (16th Edition):

Franco, Joseph A, III. “Real-Time Hybrid Substructuring For System Level Vibration Testing Of Mechanical Equipment.” 2016. Doctoral Dissertation, University of Connecticut. Accessed July 18, 2019. https://opencommons.uconn.edu/dissertations/1062.

MLA Handbook (7th Edition):

Franco, Joseph A, III. “Real-Time Hybrid Substructuring For System Level Vibration Testing Of Mechanical Equipment.” 2016. Web. 18 Jul 2019.

Vancouver:

Franco, Joseph A I. Real-Time Hybrid Substructuring For System Level Vibration Testing Of Mechanical Equipment. [Internet] [Doctoral dissertation]. University of Connecticut; 2016. [cited 2019 Jul 18]. Available from: https://opencommons.uconn.edu/dissertations/1062.

Council of Science Editors:

Franco, Joseph A I. Real-Time Hybrid Substructuring For System Level Vibration Testing Of Mechanical Equipment. [Doctoral Dissertation]. University of Connecticut; 2016. Available from: https://opencommons.uconn.edu/dissertations/1062


University of Connecticut

7. Shrestha, Bibek R. Study of Stress and Displacement Wave Propagation in a Planetary Drilling Device.

Degree: MS, Civil Engineering, 2012, University of Connecticut

  Percussive Dynamic Cone Penetrometer (PDCP) is a proposed lunar drilling instrument being developed by Honeybee Robotics Spacecraft Mechanisms Corporation that is a compact, low… (more)

Subjects/Keywords: Elastic Wave Propagation; PDCP; Dynamic Axial Loading; Planetary Drilling

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APA (6th Edition):

Shrestha, B. R. (2012). Study of Stress and Displacement Wave Propagation in a Planetary Drilling Device. (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/332

Chicago Manual of Style (16th Edition):

Shrestha, Bibek R. “Study of Stress and Displacement Wave Propagation in a Planetary Drilling Device.” 2012. Masters Thesis, University of Connecticut. Accessed July 18, 2019. https://opencommons.uconn.edu/gs_theses/332.

MLA Handbook (7th Edition):

Shrestha, Bibek R. “Study of Stress and Displacement Wave Propagation in a Planetary Drilling Device.” 2012. Web. 18 Jul 2019.

Vancouver:

Shrestha BR. Study of Stress and Displacement Wave Propagation in a Planetary Drilling Device. [Internet] [Masters thesis]. University of Connecticut; 2012. [cited 2019 Jul 18]. Available from: https://opencommons.uconn.edu/gs_theses/332.

Council of Science Editors:

Shrestha BR. Study of Stress and Displacement Wave Propagation in a Planetary Drilling Device. [Masters Thesis]. University of Connecticut; 2012. Available from: https://opencommons.uconn.edu/gs_theses/332


University of Connecticut

8. Eskew, Edward. Structural Health Monitoring of Buildings for Safety Assessments Under Explosions.

Degree: PhD, Civil Engineering, 2017, University of Connecticut

  Due to unstable political climates across the world, the potential for terrorist attacks against civil infrastructure has become a serious concern. The increasing threat… (more)

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APA (6th Edition):

Eskew, E. (2017). Structural Health Monitoring of Buildings for Safety Assessments Under Explosions. (Doctoral Dissertation). University of Connecticut. Retrieved from https://opencommons.uconn.edu/dissertations/1596

Chicago Manual of Style (16th Edition):

Eskew, Edward. “Structural Health Monitoring of Buildings for Safety Assessments Under Explosions.” 2017. Doctoral Dissertation, University of Connecticut. Accessed July 18, 2019. https://opencommons.uconn.edu/dissertations/1596.

MLA Handbook (7th Edition):

Eskew, Edward. “Structural Health Monitoring of Buildings for Safety Assessments Under Explosions.” 2017. Web. 18 Jul 2019.

Vancouver:

Eskew E. Structural Health Monitoring of Buildings for Safety Assessments Under Explosions. [Internet] [Doctoral dissertation]. University of Connecticut; 2017. [cited 2019 Jul 18]. Available from: https://opencommons.uconn.edu/dissertations/1596.

Council of Science Editors:

Eskew E. Structural Health Monitoring of Buildings for Safety Assessments Under Explosions. [Doctoral Dissertation]. University of Connecticut; 2017. Available from: https://opencommons.uconn.edu/dissertations/1596


University of Connecticut

9. Lovejoy, Eric R. Multiplatform Analysis Seismic Evaluation of a Non-Seismically Detailed Nonlinear RC Structure Retrofitted With Magneto-Rheological Dampers.

Degree: MS, Civil Engineering, 2013, University of Connecticut

  In prior research, the MR damper's dynamic characteristics are typically modeled in the MATLAB/Simulink environment. Creating a structural model with nonlinear material properties, however,… (more)

Subjects/Keywords: Structural Control; Nonlinear; MR Damper; Finite Element; Reinforced Concrete; Seismic Analysis; Multiplatform Analysis

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APA (6th Edition):

Lovejoy, E. R. (2013). Multiplatform Analysis Seismic Evaluation of a Non-Seismically Detailed Nonlinear RC Structure Retrofitted With Magneto-Rheological Dampers. (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/379

Chicago Manual of Style (16th Edition):

Lovejoy, Eric R. “Multiplatform Analysis Seismic Evaluation of a Non-Seismically Detailed Nonlinear RC Structure Retrofitted With Magneto-Rheological Dampers.” 2013. Masters Thesis, University of Connecticut. Accessed July 18, 2019. https://opencommons.uconn.edu/gs_theses/379.

MLA Handbook (7th Edition):

Lovejoy, Eric R. “Multiplatform Analysis Seismic Evaluation of a Non-Seismically Detailed Nonlinear RC Structure Retrofitted With Magneto-Rheological Dampers.” 2013. Web. 18 Jul 2019.

Vancouver:

Lovejoy ER. Multiplatform Analysis Seismic Evaluation of a Non-Seismically Detailed Nonlinear RC Structure Retrofitted With Magneto-Rheological Dampers. [Internet] [Masters thesis]. University of Connecticut; 2013. [cited 2019 Jul 18]. Available from: https://opencommons.uconn.edu/gs_theses/379.

Council of Science Editors:

Lovejoy ER. Multiplatform Analysis Seismic Evaluation of a Non-Seismically Detailed Nonlinear RC Structure Retrofitted With Magneto-Rheological Dampers. [Masters Thesis]. University of Connecticut; 2013. Available from: https://opencommons.uconn.edu/gs_theses/379


University of Connecticut

10. Dahal, Sushil. Structural Health Monitoring for In-Service Highway Bridges Using Smart Sensors.

Degree: MS, Civil Engineering, 2013, University of Connecticut

  With the rapid development of electrical circuits, Microelectromechanical system (MEMS) and network technology, wireless smart sensor networks (WSSN) have shown significant potential for replacing… (more)

Subjects/Keywords: Structural Health Monitoring; Damage Detection; Wireless Sensor

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APA (6th Edition):

Dahal, S. (2013). Structural Health Monitoring for In-Service Highway Bridges Using Smart Sensors. (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/381

Chicago Manual of Style (16th Edition):

Dahal, Sushil. “Structural Health Monitoring for In-Service Highway Bridges Using Smart Sensors.” 2013. Masters Thesis, University of Connecticut. Accessed July 18, 2019. https://opencommons.uconn.edu/gs_theses/381.

MLA Handbook (7th Edition):

Dahal, Sushil. “Structural Health Monitoring for In-Service Highway Bridges Using Smart Sensors.” 2013. Web. 18 Jul 2019.

Vancouver:

Dahal S. Structural Health Monitoring for In-Service Highway Bridges Using Smart Sensors. [Internet] [Masters thesis]. University of Connecticut; 2013. [cited 2019 Jul 18]. Available from: https://opencommons.uconn.edu/gs_theses/381.

Council of Science Editors:

Dahal S. Structural Health Monitoring for In-Service Highway Bridges Using Smart Sensors. [Masters Thesis]. University of Connecticut; 2013. Available from: https://opencommons.uconn.edu/gs_theses/381


University of Connecticut

11. Way, Richard T. Material Characterization of Ultra-High Performance Fiber Reinforced Concrete at Elevated Temperatures.

Degree: MS, Civil Engineering, 2013, University of Connecticut

  With the recent development of Ultra High Performance Fiber Reinforced Concrete (UHPFRC), there has been limited investigation into the mechanical and material properties of… (more)

Subjects/Keywords: UHPC; UHPFRC; Compressive Strength; Elastic Modulus; Stress-Strain Behavior; Elevated Temperatures; Chemistry; DSC/TGA

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APA (6th Edition):

Way, R. T. (2013). Material Characterization of Ultra-High Performance Fiber Reinforced Concrete at Elevated Temperatures. (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/386

Chicago Manual of Style (16th Edition):

Way, Richard T. “Material Characterization of Ultra-High Performance Fiber Reinforced Concrete at Elevated Temperatures.” 2013. Masters Thesis, University of Connecticut. Accessed July 18, 2019. https://opencommons.uconn.edu/gs_theses/386.

MLA Handbook (7th Edition):

Way, Richard T. “Material Characterization of Ultra-High Performance Fiber Reinforced Concrete at Elevated Temperatures.” 2013. Web. 18 Jul 2019.

Vancouver:

Way RT. Material Characterization of Ultra-High Performance Fiber Reinforced Concrete at Elevated Temperatures. [Internet] [Masters thesis]. University of Connecticut; 2013. [cited 2019 Jul 18]. Available from: https://opencommons.uconn.edu/gs_theses/386.

Council of Science Editors:

Way RT. Material Characterization of Ultra-High Performance Fiber Reinforced Concrete at Elevated Temperatures. [Masters Thesis]. University of Connecticut; 2013. Available from: https://opencommons.uconn.edu/gs_theses/386


University of Connecticut

12. Higgins, William T, IV. Development of a High Strain-Rate Constitutive Model for Sands and its Application in Finite Element Analysis of Tunnels Subjected to Blast.

Degree: MS, Civil Engineering, 2011, University of Connecticut

  This thesis describes the development of a constitutive model for simulating the high strain-rate behavior of sands and demonstrates the use of the model… (more)

Subjects/Keywords: Geotechnical; Finite Element Analysis; Constitutive Modelling

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APA (6th Edition):

Higgins, William T, I. (2011). Development of a High Strain-Rate Constitutive Model for Sands and its Application in Finite Element Analysis of Tunnels Subjected to Blast. (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/149

Chicago Manual of Style (16th Edition):

Higgins, William T, IV. “Development of a High Strain-Rate Constitutive Model for Sands and its Application in Finite Element Analysis of Tunnels Subjected to Blast.” 2011. Masters Thesis, University of Connecticut. Accessed July 18, 2019. https://opencommons.uconn.edu/gs_theses/149.

MLA Handbook (7th Edition):

Higgins, William T, IV. “Development of a High Strain-Rate Constitutive Model for Sands and its Application in Finite Element Analysis of Tunnels Subjected to Blast.” 2011. Web. 18 Jul 2019.

Vancouver:

Higgins, William T I. Development of a High Strain-Rate Constitutive Model for Sands and its Application in Finite Element Analysis of Tunnels Subjected to Blast. [Internet] [Masters thesis]. University of Connecticut; 2011. [cited 2019 Jul 18]. Available from: https://opencommons.uconn.edu/gs_theses/149.

Council of Science Editors:

Higgins, William T I. Development of a High Strain-Rate Constitutive Model for Sands and its Application in Finite Element Analysis of Tunnels Subjected to Blast. [Masters Thesis]. University of Connecticut; 2011. Available from: https://opencommons.uconn.edu/gs_theses/149


University of Connecticut

13. Li, Jingcheng. Structural Health Monitoring of an In-Service Highway Bridge with Uncertainties.

Degree: PhD, Civil Engineering, 2014, University of Connecticut

  In recent years, structural health monitoring (SHM) has become increasingly important for the assessment and maintenance of aging infrastructure. However, some challenges remain in… (more)

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APA (6th Edition):

Li, J. (2014). Structural Health Monitoring of an In-Service Highway Bridge with Uncertainties. (Doctoral Dissertation). University of Connecticut. Retrieved from https://opencommons.uconn.edu/dissertations/417

Chicago Manual of Style (16th Edition):

Li, Jingcheng. “Structural Health Monitoring of an In-Service Highway Bridge with Uncertainties.” 2014. Doctoral Dissertation, University of Connecticut. Accessed July 18, 2019. https://opencommons.uconn.edu/dissertations/417.

MLA Handbook (7th Edition):

Li, Jingcheng. “Structural Health Monitoring of an In-Service Highway Bridge with Uncertainties.” 2014. Web. 18 Jul 2019.

Vancouver:

Li J. Structural Health Monitoring of an In-Service Highway Bridge with Uncertainties. [Internet] [Doctoral dissertation]. University of Connecticut; 2014. [cited 2019 Jul 18]. Available from: https://opencommons.uconn.edu/dissertations/417.

Council of Science Editors:

Li J. Structural Health Monitoring of an In-Service Highway Bridge with Uncertainties. [Doctoral Dissertation]. University of Connecticut; 2014. Available from: https://opencommons.uconn.edu/dissertations/417


University of Connecticut

14. Echevarria, Alicia A. Comparison of the Performance of RC and CFFT Bridge Piers under Multiple Hazards.

Degree: PhD, Civil Engineering, 2014, University of Connecticut

  Recent mega-disasters, such as the 2011 Great East Japan Earthquake, have prompted the technical community to understand the resilience of infrastructure when subjected to… (more)

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APA (6th Edition):

Echevarria, A. A. (2014). Comparison of the Performance of RC and CFFT Bridge Piers under Multiple Hazards. (Doctoral Dissertation). University of Connecticut. Retrieved from https://opencommons.uconn.edu/dissertations/578

Chicago Manual of Style (16th Edition):

Echevarria, Alicia A. “Comparison of the Performance of RC and CFFT Bridge Piers under Multiple Hazards.” 2014. Doctoral Dissertation, University of Connecticut. Accessed July 18, 2019. https://opencommons.uconn.edu/dissertations/578.

MLA Handbook (7th Edition):

Echevarria, Alicia A. “Comparison of the Performance of RC and CFFT Bridge Piers under Multiple Hazards.” 2014. Web. 18 Jul 2019.

Vancouver:

Echevarria AA. Comparison of the Performance of RC and CFFT Bridge Piers under Multiple Hazards. [Internet] [Doctoral dissertation]. University of Connecticut; 2014. [cited 2019 Jul 18]. Available from: https://opencommons.uconn.edu/dissertations/578.

Council of Science Editors:

Echevarria AA. Comparison of the Performance of RC and CFFT Bridge Piers under Multiple Hazards. [Doctoral Dissertation]. University of Connecticut; 2014. Available from: https://opencommons.uconn.edu/dissertations/578


University of Connecticut

15. Hollmann, Corey P. Tensile Behavior of Ultra-High Performance Fiber Reinforced Concrete and Reinforcement Bar.

Degree: MS, Civil Engineering, 2014, University of Connecticut

  Ultra High Performance Fiber Reinforced Concrete (UHPFRC) is a very resilient material with improved compressive and tensile strength, toughness, durability, and corrosion resistance compared… (more)

Subjects/Keywords: UHPC; UHPFRC; Reinforced Concrete; Rebar; Uniaxial Tension; Bond; Pullout

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APA (6th Edition):

Hollmann, C. P. (2014). Tensile Behavior of Ultra-High Performance Fiber Reinforced Concrete and Reinforcement Bar. (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/685

Chicago Manual of Style (16th Edition):

Hollmann, Corey P. “Tensile Behavior of Ultra-High Performance Fiber Reinforced Concrete and Reinforcement Bar.” 2014. Masters Thesis, University of Connecticut. Accessed July 18, 2019. https://opencommons.uconn.edu/gs_theses/685.

MLA Handbook (7th Edition):

Hollmann, Corey P. “Tensile Behavior of Ultra-High Performance Fiber Reinforced Concrete and Reinforcement Bar.” 2014. Web. 18 Jul 2019.

Vancouver:

Hollmann CP. Tensile Behavior of Ultra-High Performance Fiber Reinforced Concrete and Reinforcement Bar. [Internet] [Masters thesis]. University of Connecticut; 2014. [cited 2019 Jul 18]. Available from: https://opencommons.uconn.edu/gs_theses/685.

Council of Science Editors:

Hollmann CP. Tensile Behavior of Ultra-High Performance Fiber Reinforced Concrete and Reinforcement Bar. [Masters Thesis]. University of Connecticut; 2014. Available from: https://opencommons.uconn.edu/gs_theses/685


University of Connecticut

16. Magee, Andrew C. Microstructural Deformation and Failure of an Al-Mg Alloy with a Bimodal Grain Size Distribution.

Degree: PhD, Mechanical Engineering, 2014, University of Connecticut

  Grain size reduction has been known as a strengthening mechanism in most metals. The improvements in strength are at the cost of ductility in… (more)

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APA (6th Edition):

Magee, A. C. (2014). Microstructural Deformation and Failure of an Al-Mg Alloy with a Bimodal Grain Size Distribution. (Doctoral Dissertation). University of Connecticut. Retrieved from https://opencommons.uconn.edu/dissertations/599

Chicago Manual of Style (16th Edition):

Magee, Andrew C. “Microstructural Deformation and Failure of an Al-Mg Alloy with a Bimodal Grain Size Distribution.” 2014. Doctoral Dissertation, University of Connecticut. Accessed July 18, 2019. https://opencommons.uconn.edu/dissertations/599.

MLA Handbook (7th Edition):

Magee, Andrew C. “Microstructural Deformation and Failure of an Al-Mg Alloy with a Bimodal Grain Size Distribution.” 2014. Web. 18 Jul 2019.

Vancouver:

Magee AC. Microstructural Deformation and Failure of an Al-Mg Alloy with a Bimodal Grain Size Distribution. [Internet] [Doctoral dissertation]. University of Connecticut; 2014. [cited 2019 Jul 18]. Available from: https://opencommons.uconn.edu/dissertations/599.

Council of Science Editors:

Magee AC. Microstructural Deformation and Failure of an Al-Mg Alloy with a Bimodal Grain Size Distribution. [Doctoral Dissertation]. University of Connecticut; 2014. Available from: https://opencommons.uconn.edu/dissertations/599


University of Connecticut

17. Zhong, Rui. Design, Characterization and Modeling of High Performance Pervious Concrete.

Degree: PhD, Civil Engineering, 2015, University of Connecticut

  The objective of this research is to develop a high performance pervious concrete characterized by high compressive strength, acceptable hydraulic conductivity and good durability.… (more)

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

APA (6th Edition):

Zhong, R. (2015). Design, Characterization and Modeling of High Performance Pervious Concrete. (Doctoral Dissertation). University of Connecticut. Retrieved from https://opencommons.uconn.edu/dissertations/659

Chicago Manual of Style (16th Edition):

Zhong, Rui. “Design, Characterization and Modeling of High Performance Pervious Concrete.” 2015. Doctoral Dissertation, University of Connecticut. Accessed July 18, 2019. https://opencommons.uconn.edu/dissertations/659.

MLA Handbook (7th Edition):

Zhong, Rui. “Design, Characterization and Modeling of High Performance Pervious Concrete.” 2015. Web. 18 Jul 2019.

Vancouver:

Zhong R. Design, Characterization and Modeling of High Performance Pervious Concrete. [Internet] [Doctoral dissertation]. University of Connecticut; 2015. [cited 2019 Jul 18]. Available from: https://opencommons.uconn.edu/dissertations/659.

Council of Science Editors:

Zhong R. Design, Characterization and Modeling of High Performance Pervious Concrete. [Doctoral Dissertation]. University of Connecticut; 2015. Available from: https://opencommons.uconn.edu/dissertations/659


University of Connecticut

18. Johanson, Joseph. Improving the Accuracy of a Finite Element Based Manufacturing Simulation: A Case Study of Laser-Induced Bending in a Thin Metal Sheet.

Degree: MS, Civil Engineering, 2019, University of Connecticut

  Finite element analysis (FEA) has become an increasingly popular tool used by researchers and professionals for comparing experimental data to theoretically expected values. Its… (more)

Subjects/Keywords: Finite Element Analysis; Manufacturing; Analytical Modeling; FEM

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

APA (6th Edition):

Johanson, J. (2019). Improving the Accuracy of a Finite Element Based Manufacturing Simulation: A Case Study of Laser-Induced Bending in a Thin Metal Sheet. (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/1328

Chicago Manual of Style (16th Edition):

Johanson, Joseph. “Improving the Accuracy of a Finite Element Based Manufacturing Simulation: A Case Study of Laser-Induced Bending in a Thin Metal Sheet.” 2019. Masters Thesis, University of Connecticut. Accessed July 18, 2019. https://opencommons.uconn.edu/gs_theses/1328.

MLA Handbook (7th Edition):

Johanson, Joseph. “Improving the Accuracy of a Finite Element Based Manufacturing Simulation: A Case Study of Laser-Induced Bending in a Thin Metal Sheet.” 2019. Web. 18 Jul 2019.

Vancouver:

Johanson J. Improving the Accuracy of a Finite Element Based Manufacturing Simulation: A Case Study of Laser-Induced Bending in a Thin Metal Sheet. [Internet] [Masters thesis]. University of Connecticut; 2019. [cited 2019 Jul 18]. Available from: https://opencommons.uconn.edu/gs_theses/1328.

Council of Science Editors:

Johanson J. Improving the Accuracy of a Finite Element Based Manufacturing Simulation: A Case Study of Laser-Induced Bending in a Thin Metal Sheet. [Masters Thesis]. University of Connecticut; 2019. Available from: https://opencommons.uconn.edu/gs_theses/1328


University of Connecticut

19. McBride, Amanda. Mechanical Behavior of Hybrid Glass/Steel Reinforced Epoxy Composites.

Degree: MS, Civil Engineering, 2016, University of Connecticut

  Our nation’s deteriorating infrastructure demonstrates the need for a new class of multifunctional materials that alleviate the shortcomings of traditional materials. Conventional fiber-reinforced polymer… (more)

Subjects/Keywords: composites; fibers; hybrid; mechanical properties; plastic deformation

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

APA (6th Edition):

McBride, A. (2016). Mechanical Behavior of Hybrid Glass/Steel Reinforced Epoxy Composites. (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/955

Chicago Manual of Style (16th Edition):

McBride, Amanda. “Mechanical Behavior of Hybrid Glass/Steel Reinforced Epoxy Composites.” 2016. Masters Thesis, University of Connecticut. Accessed July 18, 2019. https://opencommons.uconn.edu/gs_theses/955.

MLA Handbook (7th Edition):

McBride, Amanda. “Mechanical Behavior of Hybrid Glass/Steel Reinforced Epoxy Composites.” 2016. Web. 18 Jul 2019.

Vancouver:

McBride A. Mechanical Behavior of Hybrid Glass/Steel Reinforced Epoxy Composites. [Internet] [Masters thesis]. University of Connecticut; 2016. [cited 2019 Jul 18]. Available from: https://opencommons.uconn.edu/gs_theses/955.

Council of Science Editors:

McBride A. Mechanical Behavior of Hybrid Glass/Steel Reinforced Epoxy Composites. [Masters Thesis]. University of Connecticut; 2016. Available from: https://opencommons.uconn.edu/gs_theses/955

.