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You searched for +publisher:"University of New Mexico" +contributor:("Taha, Mahmoud Reda"). Showing records 1 – 14 of 14 total matches.

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University of New Mexico

1. Hays, Jacob. Short & long term properties of self-consolidating concrete incorporating fly ash and local aggregate.

Degree: Civil Engineering, 2011, University of New Mexico

 Self-consolidating concrete (SCC) is a high performance concrete that flows under its own weight so that filling forms containing congested reinforcement is possible without mechanical… (more)

Subjects/Keywords: Self-consolidating concrete; Fly ash; Concrete – Mechanical properties; Concrete – Service life.

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APA (6th Edition):

Hays, J. (2011). Short & long term properties of self-consolidating concrete incorporating fly ash and local aggregate. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/13091

Chicago Manual of Style (16th Edition):

Hays, Jacob. “Short & long term properties of self-consolidating concrete incorporating fly ash and local aggregate.” 2011. Masters Thesis, University of New Mexico. Accessed June 26, 2019. http://hdl.handle.net/1928/13091.

MLA Handbook (7th Edition):

Hays, Jacob. “Short & long term properties of self-consolidating concrete incorporating fly ash and local aggregate.” 2011. Web. 26 Jun 2019.

Vancouver:

Hays J. Short & long term properties of self-consolidating concrete incorporating fly ash and local aggregate. [Internet] [Masters thesis]. University of New Mexico; 2011. [cited 2019 Jun 26]. Available from: http://hdl.handle.net/1928/13091.

Council of Science Editors:

Hays J. Short & long term properties of self-consolidating concrete incorporating fly ash and local aggregate. [Masters Thesis]. University of New Mexico; 2011. Available from: http://hdl.handle.net/1928/13091


University of New Mexico

2. Fan, Tai. Concrete microstructure homogenization technique with application to model concrete serviceability.

Degree: Civil Engineering, 2012, University of New Mexico

 Conventionally, mechanical properties of concrete are attained through experiment by leaving microstructural phases interaction in a black box. To fully understand concrete, it is necessary… (more)

Subjects/Keywords: Concrete – Mathematical models; Concrete – Testing; Concrete – Microstructure; Concrete – Chemical resistance; Concrete beams – Testing.

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APA (6th Edition):

Fan, T. (2012). Concrete microstructure homogenization technique with application to model concrete serviceability. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/20818

Chicago Manual of Style (16th Edition):

Fan, Tai. “Concrete microstructure homogenization technique with application to model concrete serviceability.” 2012. Doctoral Dissertation, University of New Mexico. Accessed June 26, 2019. http://hdl.handle.net/1928/20818.

MLA Handbook (7th Edition):

Fan, Tai. “Concrete microstructure homogenization technique with application to model concrete serviceability.” 2012. Web. 26 Jun 2019.

Vancouver:

Fan T. Concrete microstructure homogenization technique with application to model concrete serviceability. [Internet] [Doctoral dissertation]. University of New Mexico; 2012. [cited 2019 Jun 26]. Available from: http://hdl.handle.net/1928/20818.

Council of Science Editors:

Fan T. Concrete microstructure homogenization technique with application to model concrete serviceability. [Doctoral Dissertation]. University of New Mexico; 2012. Available from: http://hdl.handle.net/1928/20818


University of New Mexico

3. Piatt, Rochelle. Damping and Mechanical Behavior of Multiwalled Carbon Nanotube Epoxy Composites.

Degree: Mechanical Engineering, 2016, University of New Mexico

 Polymeric materials exhibit a viscoelastic (time-dependent) behavior, which is characterized using creep, stress-relaxation, and dynamic mechanical analysis (DMA) tests at different temperatures. Nanoindentation techniques are… (more)

Subjects/Keywords: Carbon Nanotubes; CNT; epoxy; nanocomposites; DMA; nanoindentation; nanocreep; glass transition temperature; storage modulus

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APA (6th Edition):

Piatt, R. (2016). Damping and Mechanical Behavior of Multiwalled Carbon Nanotube Epoxy Composites. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/32978

Chicago Manual of Style (16th Edition):

Piatt, Rochelle. “Damping and Mechanical Behavior of Multiwalled Carbon Nanotube Epoxy Composites.” 2016. Masters Thesis, University of New Mexico. Accessed June 26, 2019. http://hdl.handle.net/1928/32978.

MLA Handbook (7th Edition):

Piatt, Rochelle. “Damping and Mechanical Behavior of Multiwalled Carbon Nanotube Epoxy Composites.” 2016. Web. 26 Jun 2019.

Vancouver:

Piatt R. Damping and Mechanical Behavior of Multiwalled Carbon Nanotube Epoxy Composites. [Internet] [Masters thesis]. University of New Mexico; 2016. [cited 2019 Jun 26]. Available from: http://hdl.handle.net/1928/32978.

Council of Science Editors:

Piatt R. Damping and Mechanical Behavior of Multiwalled Carbon Nanotube Epoxy Composites. [Masters Thesis]. University of New Mexico; 2016. Available from: http://hdl.handle.net/1928/32978


University of New Mexico

4. Reinhardt, Aaron. Macro and nanocreep of self-consolidating concrete.

Degree: Civil Engineering, 2010, University of New Mexico

 Self-consolidating concrete (SCC) is a concrete that can flow under its own weight, easily filling forms with highly congested reinforcement. Due to its fresh properties,… (more)

Subjects/Keywords: Self-consolidating concrete – Creep; Vibrated concrete – Creep; Concrete – Expansion and contraction; Precast concrete; Prestressed concrete

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APA (6th Edition):

Reinhardt, A. (2010). Macro and nanocreep of self-consolidating concrete. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/10845

Chicago Manual of Style (16th Edition):

Reinhardt, Aaron. “Macro and nanocreep of self-consolidating concrete.” 2010. Masters Thesis, University of New Mexico. Accessed June 26, 2019. http://hdl.handle.net/1928/10845.

MLA Handbook (7th Edition):

Reinhardt, Aaron. “Macro and nanocreep of self-consolidating concrete.” 2010. Web. 26 Jun 2019.

Vancouver:

Reinhardt A. Macro and nanocreep of self-consolidating concrete. [Internet] [Masters thesis]. University of New Mexico; 2010. [cited 2019 Jun 26]. Available from: http://hdl.handle.net/1928/10845.

Council of Science Editors:

Reinhardt A. Macro and nanocreep of self-consolidating concrete. [Masters Thesis]. University of New Mexico; 2010. Available from: http://hdl.handle.net/1928/10845


University of New Mexico

5. Grahn, Rick. Creep and fracture of self-consolidating concrete incorporating fly ash.

Degree: Civil Engineering, 2011, University of New Mexico

 Self-consolidating concrete (SCC) is a relatively new type of concrete that has the ability to flow under its own weight such that it can pass… (more)

Subjects/Keywords: Self consolidating concrete; Concrete – Creep; Concrete – Fracture; Fly ash.

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APA (6th Edition):

Grahn, R. (2011). Creep and fracture of self-consolidating concrete incorporating fly ash. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/13089

Chicago Manual of Style (16th Edition):

Grahn, Rick. “Creep and fracture of self-consolidating concrete incorporating fly ash.” 2011. Masters Thesis, University of New Mexico. Accessed June 26, 2019. http://hdl.handle.net/1928/13089.

MLA Handbook (7th Edition):

Grahn, Rick. “Creep and fracture of self-consolidating concrete incorporating fly ash.” 2011. Web. 26 Jun 2019.

Vancouver:

Grahn R. Creep and fracture of self-consolidating concrete incorporating fly ash. [Internet] [Masters thesis]. University of New Mexico; 2011. [cited 2019 Jun 26]. Available from: http://hdl.handle.net/1928/13089.

Council of Science Editors:

Grahn R. Creep and fracture of self-consolidating concrete incorporating fly ash. [Masters Thesis]. University of New Mexico; 2011. Available from: http://hdl.handle.net/1928/13089


University of New Mexico

6. Garner, Andrew P. Strengthening reinforced concrete slabs using a combination of CFRP and UHPC.

Degree: Civil Engineering, 2011, University of New Mexico

 Reinforced concrete (RC) structures are widely used in construction. Due to aging infrastructure, increased loads, and inadequate maintenance, RC structures need to be retrofitted for… (more)

Subjects/Keywords: Concrete slabs – Maintenance and repair; Concrete slabs – Testing; Polymeric composites; High strength concrete.

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APA (6th Edition):

Garner, A. P. (2011). Strengthening reinforced concrete slabs using a combination of CFRP and UHPC. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/13088

Chicago Manual of Style (16th Edition):

Garner, Andrew P. “Strengthening reinforced concrete slabs using a combination of CFRP and UHPC.” 2011. Masters Thesis, University of New Mexico. Accessed June 26, 2019. http://hdl.handle.net/1928/13088.

MLA Handbook (7th Edition):

Garner, Andrew P. “Strengthening reinforced concrete slabs using a combination of CFRP and UHPC.” 2011. Web. 26 Jun 2019.

Vancouver:

Garner AP. Strengthening reinforced concrete slabs using a combination of CFRP and UHPC. [Internet] [Masters thesis]. University of New Mexico; 2011. [cited 2019 Jun 26]. Available from: http://hdl.handle.net/1928/13088.

Council of Science Editors:

Garner AP. Strengthening reinforced concrete slabs using a combination of CFRP and UHPC. [Masters Thesis]. University of New Mexico; 2011. Available from: http://hdl.handle.net/1928/13088


University of New Mexico

7. Neidigk, Stephen. Detection and characterization of impact damage in carbon fiber aircraft fuselage structure.

Degree: Civil Engineering, 2013, University of New Mexico

 As the use of advanced composite materials continues to grow in the aviation industry, damage detection techniques need to be developed and tested. Impact damage… (more)

Subjects/Keywords: Carbon fiber-reinforced plastics – Fatigue – Measurement; Airplanes – Fuselage – Materials – Fatigue – Measurement; Impact – Measurement.

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APA (6th Edition):

Neidigk, S. (2013). Detection and characterization of impact damage in carbon fiber aircraft fuselage structure. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/23289

Chicago Manual of Style (16th Edition):

Neidigk, Stephen. “Detection and characterization of impact damage in carbon fiber aircraft fuselage structure.” 2013. Masters Thesis, University of New Mexico. Accessed June 26, 2019. http://hdl.handle.net/1928/23289.

MLA Handbook (7th Edition):

Neidigk, Stephen. “Detection and characterization of impact damage in carbon fiber aircraft fuselage structure.” 2013. Web. 26 Jun 2019.

Vancouver:

Neidigk S. Detection and characterization of impact damage in carbon fiber aircraft fuselage structure. [Internet] [Masters thesis]. University of New Mexico; 2013. [cited 2019 Jun 26]. Available from: http://hdl.handle.net/1928/23289.

Council of Science Editors:

Neidigk S. Detection and characterization of impact damage in carbon fiber aircraft fuselage structure. [Masters Thesis]. University of New Mexico; 2013. Available from: http://hdl.handle.net/1928/23289


University of New Mexico

8. Griffin, Andrew. Significance of nanosilica incorporation in type G oil well cement pastes.

Degree: Civil Engineering, 2013, University of New Mexico

 Emergent interest in advanced hydrocarbon exploration and geological carbon dioxide (CO2) sequestration has brought about a requisite for improving existing oil well cementing materials and… (more)

Subjects/Keywords: Oil well cementing – Materials.

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APA (6th Edition):

Griffin, A. (2013). Significance of nanosilica incorporation in type G oil well cement pastes. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/23274

Chicago Manual of Style (16th Edition):

Griffin, Andrew. “Significance of nanosilica incorporation in type G oil well cement pastes.” 2013. Masters Thesis, University of New Mexico. Accessed June 26, 2019. http://hdl.handle.net/1928/23274.

MLA Handbook (7th Edition):

Griffin, Andrew. “Significance of nanosilica incorporation in type G oil well cement pastes.” 2013. Web. 26 Jun 2019.

Vancouver:

Griffin A. Significance of nanosilica incorporation in type G oil well cement pastes. [Internet] [Masters thesis]. University of New Mexico; 2013. [cited 2019 Jun 26]. Available from: http://hdl.handle.net/1928/23274.

Council of Science Editors:

Griffin A. Significance of nanosilica incorporation in type G oil well cement pastes. [Masters Thesis]. University of New Mexico; 2013. Available from: http://hdl.handle.net/1928/23274


University of New Mexico

9. ChennaReddy, RahulReddy. SIGNIFICANCE OF U-WRAP FRP SHEAR STRENGTHENING ON FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED USING NEAR SURFACE MOUNTED FRP BARS.

Degree: Civil Engineering, 2016, University of New Mexico

 The aim of this study is to investigate the significance of U-wrap shear strengthening on the flexural behavior of Near Surface Mounted (NSM) Fiber Reinforced… (more)

Subjects/Keywords: Near Surface Mounting (NSM); Fiber Reinforced Polymers (FRP); de-bonding; abrupt failure; U-wrap shear strengthening; Flexural strengthening; ductility; Epoxy Adhesive

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APA (6th Edition):

ChennaReddy, R. (2016). SIGNIFICANCE OF U-WRAP FRP SHEAR STRENGTHENING ON FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED USING NEAR SURFACE MOUNTED FRP BARS. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/31661

Chicago Manual of Style (16th Edition):

ChennaReddy, RahulReddy. “SIGNIFICANCE OF U-WRAP FRP SHEAR STRENGTHENING ON FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED USING NEAR SURFACE MOUNTED FRP BARS.” 2016. Masters Thesis, University of New Mexico. Accessed June 26, 2019. http://hdl.handle.net/1928/31661.

MLA Handbook (7th Edition):

ChennaReddy, RahulReddy. “SIGNIFICANCE OF U-WRAP FRP SHEAR STRENGTHENING ON FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED USING NEAR SURFACE MOUNTED FRP BARS.” 2016. Web. 26 Jun 2019.

Vancouver:

ChennaReddy R. SIGNIFICANCE OF U-WRAP FRP SHEAR STRENGTHENING ON FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED USING NEAR SURFACE MOUNTED FRP BARS. [Internet] [Masters thesis]. University of New Mexico; 2016. [cited 2019 Jun 26]. Available from: http://hdl.handle.net/1928/31661.

Council of Science Editors:

ChennaReddy R. SIGNIFICANCE OF U-WRAP FRP SHEAR STRENGTHENING ON FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED USING NEAR SURFACE MOUNTED FRP BARS. [Masters Thesis]. University of New Mexico; 2016. Available from: http://hdl.handle.net/1928/31661


University of New Mexico

10. Lawrance, Julie. A High Power Microwave Zoom Antenna With Metal Plate Lenses.

Degree: Electrical and Computer Engineering, 2015, University of New Mexico

 A high power microwave antenna with true zoom capability was designed and constructed with the use of metal plate lenses. Proof of concept was achieved… (more)

Subjects/Keywords: zoom antenna; high power microwave zoom antenna; metal plate lenses; parallel plate waveguide lenses

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APA (6th Edition):

Lawrance, J. (2015). A High Power Microwave Zoom Antenna With Metal Plate Lenses. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/25791

Chicago Manual of Style (16th Edition):

Lawrance, Julie. “A High Power Microwave Zoom Antenna With Metal Plate Lenses.” 2015. Doctoral Dissertation, University of New Mexico. Accessed June 26, 2019. http://hdl.handle.net/1928/25791.

MLA Handbook (7th Edition):

Lawrance, Julie. “A High Power Microwave Zoom Antenna With Metal Plate Lenses.” 2015. Web. 26 Jun 2019.

Vancouver:

Lawrance J. A High Power Microwave Zoom Antenna With Metal Plate Lenses. [Internet] [Doctoral dissertation]. University of New Mexico; 2015. [cited 2019 Jun 26]. Available from: http://hdl.handle.net/1928/25791.

Council of Science Editors:

Lawrance J. A High Power Microwave Zoom Antenna With Metal Plate Lenses. [Doctoral Dissertation]. University of New Mexico; 2015. Available from: http://hdl.handle.net/1928/25791


University of New Mexico

11. Soliman, Eslam. New generation fiber reinforced polymer composites incorporating carbon nanotubes.

Degree: Civil Engineering, 2012, University of New Mexico

 The last five decades observed an increasing use of fiber reinforced polymer(FRP) composites as alternative construction materials for aerospace and infrastructure. The high specific strength… (more)

Subjects/Keywords: Carbon fiber-reinforced plastics; Nanotubes; Nanocomposites (Materials)

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APA (6th Edition):

Soliman, E. (2012). New generation fiber reinforced polymer composites incorporating carbon nanotubes. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/17505

Chicago Manual of Style (16th Edition):

Soliman, Eslam. “New generation fiber reinforced polymer composites incorporating carbon nanotubes.” 2012. Doctoral Dissertation, University of New Mexico. Accessed June 26, 2019. http://hdl.handle.net/1928/17505.

MLA Handbook (7th Edition):

Soliman, Eslam. “New generation fiber reinforced polymer composites incorporating carbon nanotubes.” 2012. Web. 26 Jun 2019.

Vancouver:

Soliman E. New generation fiber reinforced polymer composites incorporating carbon nanotubes. [Internet] [Doctoral dissertation]. University of New Mexico; 2012. [cited 2019 Jun 26]. Available from: http://hdl.handle.net/1928/17505.

Council of Science Editors:

Soliman E. New generation fiber reinforced polymer composites incorporating carbon nanotubes. [Doctoral Dissertation]. University of New Mexico; 2012. Available from: http://hdl.handle.net/1928/17505


University of New Mexico

12. Jalalpour, Mohammad. Structural health monitoring of bolted joints using thermal contact resistance and ultrasonic signals.

Degree: Civil Engineering, 2012, University of New Mexico

 Structural health monitoring (SHM) is the set of non-intrusive techniques used for early damage detection and recognition in structures. Using advances from communication and sensing… (more)

Subjects/Keywords: Structural health monitoring; Bolted joints – Testing; Ultrasonic testing; Contact mechanics; Bolted joints – Thermal properties.

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APA (6th Edition):

Jalalpour, M. (2012). Structural health monitoring of bolted joints using thermal contact resistance and ultrasonic signals. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/21044

Chicago Manual of Style (16th Edition):

Jalalpour, Mohammad. “Structural health monitoring of bolted joints using thermal contact resistance and ultrasonic signals.” 2012. Doctoral Dissertation, University of New Mexico. Accessed June 26, 2019. http://hdl.handle.net/1928/21044.

MLA Handbook (7th Edition):

Jalalpour, Mohammad. “Structural health monitoring of bolted joints using thermal contact resistance and ultrasonic signals.” 2012. Web. 26 Jun 2019.

Vancouver:

Jalalpour M. Structural health monitoring of bolted joints using thermal contact resistance and ultrasonic signals. [Internet] [Doctoral dissertation]. University of New Mexico; 2012. [cited 2019 Jun 26]. Available from: http://hdl.handle.net/1928/21044.

Council of Science Editors:

Jalalpour M. Structural health monitoring of bolted joints using thermal contact resistance and ultrasonic signals. [Doctoral Dissertation]. University of New Mexico; 2012. Available from: http://hdl.handle.net/1928/21044


University of New Mexico

13. Azarbayejani, Mohammad. Optimal sensor placement in structural health monitoring (SHM) with a field application on a RC bridge.

Degree: Civil Engineering, 2010, University of New Mexico

 Structural health monitoring (SHM) is a research field that targets detecting and locating damage in structures. The main objective of SHM is to detect damage… (more)

Subjects/Keywords: Structural health monitoring – Statistical methods; Wireless sensor networks – Design and construction – Statistical methods; Field programmable gate arrays; Entropy (Information theory); Finite element method; Fuzzy sets; Concrete bridges – Testing; Bridges – Inspection; Reinforced concrete construction – Inspection.

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APA (6th Edition):

Azarbayejani, M. (2010). Optimal sensor placement in structural health monitoring (SHM) with a field application on a RC bridge. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/10274

Chicago Manual of Style (16th Edition):

Azarbayejani, Mohammad. “Optimal sensor placement in structural health monitoring (SHM) with a field application on a RC bridge.” 2010. Doctoral Dissertation, University of New Mexico. Accessed June 26, 2019. http://hdl.handle.net/1928/10274.

MLA Handbook (7th Edition):

Azarbayejani, Mohammad. “Optimal sensor placement in structural health monitoring (SHM) with a field application on a RC bridge.” 2010. Web. 26 Jun 2019.

Vancouver:

Azarbayejani M. Optimal sensor placement in structural health monitoring (SHM) with a field application on a RC bridge. [Internet] [Doctoral dissertation]. University of New Mexico; 2010. [cited 2019 Jun 26]. Available from: http://hdl.handle.net/1928/10274.

Council of Science Editors:

Azarbayejani M. Optimal sensor placement in structural health monitoring (SHM) with a field application on a RC bridge. [Doctoral Dissertation]. University of New Mexico; 2010. Available from: http://hdl.handle.net/1928/10274


University of New Mexico

14. Sheyka, Michael. A Homogenization Approach for Design and Simulation of Blast Resistant Composites.

Degree: Mechanical Engineering, 2014, University of New Mexico

 Structural composites have been used in aerospace and structural engineering due to their high strength to weight ratio. Composite laminates have been successfully and extensively… (more)

Subjects/Keywords: homogenization; explicit; implicit

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APA (6th Edition):

Sheyka, M. (2014). A Homogenization Approach for Design and Simulation of Blast Resistant Composites. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/24614

Chicago Manual of Style (16th Edition):

Sheyka, Michael. “A Homogenization Approach for Design and Simulation of Blast Resistant Composites.” 2014. Doctoral Dissertation, University of New Mexico. Accessed June 26, 2019. http://hdl.handle.net/1928/24614.

MLA Handbook (7th Edition):

Sheyka, Michael. “A Homogenization Approach for Design and Simulation of Blast Resistant Composites.” 2014. Web. 26 Jun 2019.

Vancouver:

Sheyka M. A Homogenization Approach for Design and Simulation of Blast Resistant Composites. [Internet] [Doctoral dissertation]. University of New Mexico; 2014. [cited 2019 Jun 26]. Available from: http://hdl.handle.net/1928/24614.

Council of Science Editors:

Sheyka M. A Homogenization Approach for Design and Simulation of Blast Resistant Composites. [Doctoral Dissertation]. University of New Mexico; 2014. Available from: http://hdl.handle.net/1928/24614

.