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You searched for +publisher:"Texas A&M University" +contributor:("Hurlebaus, Stefan"). Showing records 1 – 30 of 76 total matches.

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Texas A&M University

1. Ding, Jihui. Experimental Study on Rock Deformation and Permeability Variation.

Degree: MS, Petroleum Engineering, 2013, Texas A&M University

 The development of a petroleum reservoir would inevitably induce a rearrangement of the in-situ stress field. The rearrangement of the stress field would then bring… (more)

Subjects/Keywords: rock deformation; axial permeability

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APA (6th Edition):

Ding, J. (2013). Experimental Study on Rock Deformation and Permeability Variation. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151377

Chicago Manual of Style (16th Edition):

Ding, Jihui. “Experimental Study on Rock Deformation and Permeability Variation.” 2013. Masters Thesis, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/151377.

MLA Handbook (7th Edition):

Ding, Jihui. “Experimental Study on Rock Deformation and Permeability Variation.” 2013. Web. 30 Sep 2020.

Vancouver:

Ding J. Experimental Study on Rock Deformation and Permeability Variation. [Internet] [Masters thesis]. Texas A&M University; 2013. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/151377.

Council of Science Editors:

Ding J. Experimental Study on Rock Deformation and Permeability Variation. [Masters Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151377


Texas A&M University

2. Schulz, Nathaniel David. Development of a Finite Element Computer Model of a Motorcycle Using Reverse Engineering Technique.

Degree: MS, Civil Engineering, 2016, Texas A&M University

 Over the past years, extensive research efforts have been made to improve roadside safety hardware to reduce injury to occupants of four-wheel vehicles and heavy… (more)

Subjects/Keywords: motorcycle; finite element; simulation,; crash; safety; scanning; reverse engineering

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APA (6th Edition):

Schulz, N. D. (2016). Development of a Finite Element Computer Model of a Motorcycle Using Reverse Engineering Technique. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/157946

Chicago Manual of Style (16th Edition):

Schulz, Nathaniel David. “Development of a Finite Element Computer Model of a Motorcycle Using Reverse Engineering Technique.” 2016. Masters Thesis, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/157946.

MLA Handbook (7th Edition):

Schulz, Nathaniel David. “Development of a Finite Element Computer Model of a Motorcycle Using Reverse Engineering Technique.” 2016. Web. 30 Sep 2020.

Vancouver:

Schulz ND. Development of a Finite Element Computer Model of a Motorcycle Using Reverse Engineering Technique. [Internet] [Masters thesis]. Texas A&M University; 2016. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/157946.

Council of Science Editors:

Schulz ND. Development of a Finite Element Computer Model of a Motorcycle Using Reverse Engineering Technique. [Masters Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/157946


Texas A&M University

3. Prodduturu, Harika Reddy. Correlation between Roadside Safety Hardware and Vehicle Safety Standards Evaluation Criteria.

Degree: MS, Civil Engineering, 2016, Texas A&M University

 Roadside safety devices are designed to protect vehicle occupants from injuries. As the purpose of roadside safety hardware is to be functional while minimizing the… (more)

Subjects/Keywords: Manual for Assessing Safety Hardware; Federal Motor Vehicle Safety Standards; New Car Assessment Program; Flail-Space Model; Crashworthiness; Anthropomorphic Test Device; Toyota Yaris; Finite Element Simulations

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APA (6th Edition):

Prodduturu, H. R. (2016). Correlation between Roadside Safety Hardware and Vehicle Safety Standards Evaluation Criteria. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/156908

Chicago Manual of Style (16th Edition):

Prodduturu, Harika Reddy. “Correlation between Roadside Safety Hardware and Vehicle Safety Standards Evaluation Criteria.” 2016. Masters Thesis, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/156908.

MLA Handbook (7th Edition):

Prodduturu, Harika Reddy. “Correlation between Roadside Safety Hardware and Vehicle Safety Standards Evaluation Criteria.” 2016. Web. 30 Sep 2020.

Vancouver:

Prodduturu HR. Correlation between Roadside Safety Hardware and Vehicle Safety Standards Evaluation Criteria. [Internet] [Masters thesis]. Texas A&M University; 2016. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/156908.

Council of Science Editors:

Prodduturu HR. Correlation between Roadside Safety Hardware and Vehicle Safety Standards Evaluation Criteria. [Masters Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/156908


Texas A&M University

4. Jones, Casey Ryan. Non-Destructive Evaluation of Stay Cable Bridge Systems.

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

 Stay cable bridge systems have been used for centuries and as engineering knowledge and new materials has developed, these bridges have become larger, more elegant,… (more)

Subjects/Keywords: Stay-cable; bridge; inspection; non-destructive evaluation; external tendon

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APA (6th Edition):

Jones, C. R. (2015). Non-Destructive Evaluation of Stay Cable Bridge Systems. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/187473

Chicago Manual of Style (16th Edition):

Jones, Casey Ryan. “Non-Destructive Evaluation of Stay Cable Bridge Systems.” 2015. Masters Thesis, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/187473.

MLA Handbook (7th Edition):

Jones, Casey Ryan. “Non-Destructive Evaluation of Stay Cable Bridge Systems.” 2015. Web. 30 Sep 2020.

Vancouver:

Jones CR. Non-Destructive Evaluation of Stay Cable Bridge Systems. [Internet] [Masters thesis]. Texas A&M University; 2015. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/187473.

Council of Science Editors:

Jones CR. Non-Destructive Evaluation of Stay Cable Bridge Systems. [Masters Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/187473


Texas A&M University

5. Roldan Arcos, Alejandra L. Inspection of Historic Steel Bridges Using Ultrasonic Phased Array.

Degree: MS, Civil Engineering, 2014, Texas A&M University

 The use of ultrasonic phased array (UPA) technology for inspection of the trunnion bearing pin of the 100-year old Salmon Bay Bascule Bridge is the… (more)

Subjects/Keywords: ultrasonic phased array; bascule bridge; historic preservation; trunnion bearing pin; salmon bay bridge; inspection

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APA (6th Edition):

Roldan Arcos, A. L. (2014). Inspection of Historic Steel Bridges Using Ultrasonic Phased Array. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/152486

Chicago Manual of Style (16th Edition):

Roldan Arcos, Alejandra L. “Inspection of Historic Steel Bridges Using Ultrasonic Phased Array.” 2014. Masters Thesis, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/152486.

MLA Handbook (7th Edition):

Roldan Arcos, Alejandra L. “Inspection of Historic Steel Bridges Using Ultrasonic Phased Array.” 2014. Web. 30 Sep 2020.

Vancouver:

Roldan Arcos AL. Inspection of Historic Steel Bridges Using Ultrasonic Phased Array. [Internet] [Masters thesis]. Texas A&M University; 2014. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/152486.

Council of Science Editors:

Roldan Arcos AL. Inspection of Historic Steel Bridges Using Ultrasonic Phased Array. [Masters Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/152486


Texas A&M University

6. Kutz, Douglas M. An Updated Procedure for Tare and Interference Wind Tunnel Testing of Strut-Mounted Models.

Degree: MS, Aerospace Engineering, 2014, Texas A&M University

 Despite advances in modern computing and simulation, wind tunnel testing remains the most trusted method for determining aerodynamic vehicle behavior. Corrections are applied to accurately… (more)

Subjects/Keywords: Wind tunnel; tare and interference; wall corrections; uncertainty; error analysis

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APA (6th Edition):

Kutz, D. M. (2014). An Updated Procedure for Tare and Interference Wind Tunnel Testing of Strut-Mounted Models. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/152679

Chicago Manual of Style (16th Edition):

Kutz, Douglas M. “An Updated Procedure for Tare and Interference Wind Tunnel Testing of Strut-Mounted Models.” 2014. Masters Thesis, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/152679.

MLA Handbook (7th Edition):

Kutz, Douglas M. “An Updated Procedure for Tare and Interference Wind Tunnel Testing of Strut-Mounted Models.” 2014. Web. 30 Sep 2020.

Vancouver:

Kutz DM. An Updated Procedure for Tare and Interference Wind Tunnel Testing of Strut-Mounted Models. [Internet] [Masters thesis]. Texas A&M University; 2014. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/152679.

Council of Science Editors:

Kutz DM. An Updated Procedure for Tare and Interference Wind Tunnel Testing of Strut-Mounted Models. [Masters Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/152679


Texas A&M University

7. Hurley, Samuel J. Development of a Longitudinal Rail Stress Measurement Device.

Degree: MS, Civil Engineering, 2014, Texas A&M University

 The continuous welded rails used in most of the United States lack expansion joints of any sort. This leads to a much smoother ride and… (more)

Subjects/Keywords: rail stress; longitudinal rail stress; stress measurement; Rayleigh wave; Rayleigh wave polarization

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APA (6th Edition):

Hurley, S. J. (2014). Development of a Longitudinal Rail Stress Measurement Device. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/154019

Chicago Manual of Style (16th Edition):

Hurley, Samuel J. “Development of a Longitudinal Rail Stress Measurement Device.” 2014. Masters Thesis, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/154019.

MLA Handbook (7th Edition):

Hurley, Samuel J. “Development of a Longitudinal Rail Stress Measurement Device.” 2014. Web. 30 Sep 2020.

Vancouver:

Hurley SJ. Development of a Longitudinal Rail Stress Measurement Device. [Internet] [Masters thesis]. Texas A&M University; 2014. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/154019.

Council of Science Editors:

Hurley SJ. Development of a Longitudinal Rail Stress Measurement Device. [Masters Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/154019


Texas A&M University

8. Zhang, Junchi. Non-Destructive Evaluation Method Based on Dynamic Invariant Stress Resultants.

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

 During the past five decades, research in damage detection has been rapidly expanding. Most of the methods explored are based on changes in frequencies, mode… (more)

Subjects/Keywords: Invariant stress resultants; dynamic ISR; Non-destructive evaluation; structural health monitoring; dynamic analysis

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APA (6th Edition):

Zhang, J. (2015). Non-Destructive Evaluation Method Based on Dynamic Invariant Stress Resultants. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/155145

Chicago Manual of Style (16th Edition):

Zhang, Junchi. “Non-Destructive Evaluation Method Based on Dynamic Invariant Stress Resultants.” 2015. Masters Thesis, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/155145.

MLA Handbook (7th Edition):

Zhang, Junchi. “Non-Destructive Evaluation Method Based on Dynamic Invariant Stress Resultants.” 2015. Web. 30 Sep 2020.

Vancouver:

Zhang J. Non-Destructive Evaluation Method Based on Dynamic Invariant Stress Resultants. [Internet] [Masters thesis]. Texas A&M University; 2015. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/155145.

Council of Science Editors:

Zhang J. Non-Destructive Evaluation Method Based on Dynamic Invariant Stress Resultants. [Masters Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/155145


Texas A&M University

9. White, Joshua. Ultrasonic Tomography for Detecting and Locating Defects in Concrete Structures.

Degree: MS, Civil Engineering, 2012, Texas A&M University

 This thesis evaluates a particular ultrasonic nondestructive testing (NDT) system in order to determine its capabilities and limitations in locating defects in concrete structures; specifically… (more)

Subjects/Keywords: ultrasonic tomography; nondestructive testing; concrete flaw detection; A1040 MIRA

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APA (6th Edition):

White, J. (2012). Ultrasonic Tomography for Detecting and Locating Defects in Concrete Structures. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-11097

Chicago Manual of Style (16th Edition):

White, Joshua. “Ultrasonic Tomography for Detecting and Locating Defects in Concrete Structures.” 2012. Masters Thesis, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-11097.

MLA Handbook (7th Edition):

White, Joshua. “Ultrasonic Tomography for Detecting and Locating Defects in Concrete Structures.” 2012. Web. 30 Sep 2020.

Vancouver:

White J. Ultrasonic Tomography for Detecting and Locating Defects in Concrete Structures. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-11097.

Council of Science Editors:

White J. Ultrasonic Tomography for Detecting and Locating Defects in Concrete Structures. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-11097


Texas A&M University

10. You, Taesun. Iterative Damage Index Method for Structural Health Monitoring.

Degree: MS, Civil Engineering, 2011, Texas A&M University

 Structural Health Monitoring (SHM) is an effective alternative to conventional inspections which are time-consuming and subjective. SHM can detect damage early and reduce maintenance cost… (more)

Subjects/Keywords: Vibration-based damage identification method; Damage Index Method; Structural Health Monitoring

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APA (6th Edition):

You, T. (2011). Iterative Damage Index Method for Structural Health Monitoring. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7501

Chicago Manual of Style (16th Edition):

You, Taesun. “Iterative Damage Index Method for Structural Health Monitoring.” 2011. Masters Thesis, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7501.

MLA Handbook (7th Edition):

You, Taesun. “Iterative Damage Index Method for Structural Health Monitoring.” 2011. Web. 30 Sep 2020.

Vancouver:

You T. Iterative Damage Index Method for Structural Health Monitoring. [Internet] [Masters thesis]. Texas A&M University; 2011. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7501.

Council of Science Editors:

You T. Iterative Damage Index Method for Structural Health Monitoring. [Masters Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7501


Texas A&M University

11. Tucker, Stacey Elizabeth. Non-Destructive Testing of Subsurface Infrastructure using Induced Polarization and Electrical Resistivity Imaging.

Degree: PhD, Civil Engineering, 2013, Texas A&M University

 As of September 2007, there were over 67,000 U.S. bridges in the National Bridge Inventory classified as having unknown foundations. The bridges spanning rivers are… (more)

Subjects/Keywords: Unknown bridge foundations; non-destructive testing; induced polarization; electrical resistivity imaging

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APA (6th Edition):

Tucker, S. E. (2013). Non-Destructive Testing of Subsurface Infrastructure using Induced Polarization and Electrical Resistivity Imaging. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151176

Chicago Manual of Style (16th Edition):

Tucker, Stacey Elizabeth. “Non-Destructive Testing of Subsurface Infrastructure using Induced Polarization and Electrical Resistivity Imaging.” 2013. Doctoral Dissertation, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/151176.

MLA Handbook (7th Edition):

Tucker, Stacey Elizabeth. “Non-Destructive Testing of Subsurface Infrastructure using Induced Polarization and Electrical Resistivity Imaging.” 2013. Web. 30 Sep 2020.

Vancouver:

Tucker SE. Non-Destructive Testing of Subsurface Infrastructure using Induced Polarization and Electrical Resistivity Imaging. [Internet] [Doctoral dissertation]. Texas A&M University; 2013. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/151176.

Council of Science Editors:

Tucker SE. Non-Destructive Testing of Subsurface Infrastructure using Induced Polarization and Electrical Resistivity Imaging. [Doctoral Dissertation]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151176


Texas A&M University

12. Jeung, Sung Hwa. Performance of an Open Ends Squeeze Film Damper Operating with Large Amplitude Orbital Motions: Experimental Analysis and Assessment of the Accuracy of the Linearized Force Coefficients Model.

Degree: MS, Mechanical Engineering, 2013, Texas A&M University

 Squeeze Film Dampers (SFDs) aid to suppress rotor vibrations and enhance the stability of high-speed rotor-bearing systems. A SFD is a simple oil lubricated film… (more)

Subjects/Keywords: Squeeze Film Damper; Rotordynamics; Aircraft engine

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APA (6th Edition):

Jeung, S. H. (2013). Performance of an Open Ends Squeeze Film Damper Operating with Large Amplitude Orbital Motions: Experimental Analysis and Assessment of the Accuracy of the Linearized Force Coefficients Model. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151648

Chicago Manual of Style (16th Edition):

Jeung, Sung Hwa. “Performance of an Open Ends Squeeze Film Damper Operating with Large Amplitude Orbital Motions: Experimental Analysis and Assessment of the Accuracy of the Linearized Force Coefficients Model.” 2013. Masters Thesis, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/151648.

MLA Handbook (7th Edition):

Jeung, Sung Hwa. “Performance of an Open Ends Squeeze Film Damper Operating with Large Amplitude Orbital Motions: Experimental Analysis and Assessment of the Accuracy of the Linearized Force Coefficients Model.” 2013. Web. 30 Sep 2020.

Vancouver:

Jeung SH. Performance of an Open Ends Squeeze Film Damper Operating with Large Amplitude Orbital Motions: Experimental Analysis and Assessment of the Accuracy of the Linearized Force Coefficients Model. [Internet] [Masters thesis]. Texas A&M University; 2013. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/151648.

Council of Science Editors:

Jeung SH. Performance of an Open Ends Squeeze Film Damper Operating with Large Amplitude Orbital Motions: Experimental Analysis and Assessment of the Accuracy of the Linearized Force Coefficients Model. [Masters Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151648


Texas A&M University

13. Navabzadehesmaeili, Reyhaneh. Nonlinear Analysis of Multi-Rotor Wind Turbine Systems (MRWTS).

Degree: PhD, Civil Engineering, 2018, Texas A&M University

 The idea of simply designing large single wind turbines is an incremental and technological step, which presents challenges in installation and maintenance issues. Another approach,… (more)

Subjects/Keywords: Multi-Rotor Wind Turbines; Nonlinear analysis; Large displacements; Building block

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APA (6th Edition):

Navabzadehesmaeili, R. (2018). Nonlinear Analysis of Multi-Rotor Wind Turbine Systems (MRWTS). (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/173830

Chicago Manual of Style (16th Edition):

Navabzadehesmaeili, Reyhaneh. “Nonlinear Analysis of Multi-Rotor Wind Turbine Systems (MRWTS).” 2018. Doctoral Dissertation, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/173830.

MLA Handbook (7th Edition):

Navabzadehesmaeili, Reyhaneh. “Nonlinear Analysis of Multi-Rotor Wind Turbine Systems (MRWTS).” 2018. Web. 30 Sep 2020.

Vancouver:

Navabzadehesmaeili R. Nonlinear Analysis of Multi-Rotor Wind Turbine Systems (MRWTS). [Internet] [Doctoral dissertation]. Texas A&M University; 2018. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/173830.

Council of Science Editors:

Navabzadehesmaeili R. Nonlinear Analysis of Multi-Rotor Wind Turbine Systems (MRWTS). [Doctoral Dissertation]. Texas A&M University; 2018. Available from: http://hdl.handle.net/1969.1/173830


Texas A&M University

14. Byndas, Jacqueline. Verification of Handheld Ultrasonic Tomography for Integration into a Bridge Maintenance Device.

Degree: MS, Civil Engineering, 2016, Texas A&M University

 This thesis investigates the competences, limitations, and modifications of a handheld ultrasonic tomography device for integration into a zero-intrusive automatic bridge maintenance device. The handheld… (more)

Subjects/Keywords: Nondestructive testing; ultrasonic pulse-echo; ultrasonic tomography.

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APA (6th Edition):

Byndas, J. (2016). Verification of Handheld Ultrasonic Tomography for Integration into a Bridge Maintenance Device. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/187336

Chicago Manual of Style (16th Edition):

Byndas, Jacqueline. “Verification of Handheld Ultrasonic Tomography for Integration into a Bridge Maintenance Device.” 2016. Masters Thesis, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/187336.

MLA Handbook (7th Edition):

Byndas, Jacqueline. “Verification of Handheld Ultrasonic Tomography for Integration into a Bridge Maintenance Device.” 2016. Web. 30 Sep 2020.

Vancouver:

Byndas J. Verification of Handheld Ultrasonic Tomography for Integration into a Bridge Maintenance Device. [Internet] [Masters thesis]. Texas A&M University; 2016. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/187336.

Council of Science Editors:

Byndas J. Verification of Handheld Ultrasonic Tomography for Integration into a Bridge Maintenance Device. [Masters Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/187336


Texas A&M University

15. Posluszny, Ryan D. Applications of Prestressed AFRP Bars in Concrete Railroad Ties.

Degree: MS, Civil Engineering, 2016, Texas A&M University

 Since the 1970’s concrete railroad ties have become more and more prominent in the railroad industry. Their improved durability and increased safety over traditional timber… (more)

Subjects/Keywords: AFRP; Concrete Railroad Ties

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APA (6th Edition):

Posluszny, R. D. (2016). Applications of Prestressed AFRP Bars in Concrete Railroad Ties. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/158931

Chicago Manual of Style (16th Edition):

Posluszny, Ryan D. “Applications of Prestressed AFRP Bars in Concrete Railroad Ties.” 2016. Masters Thesis, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/158931.

MLA Handbook (7th Edition):

Posluszny, Ryan D. “Applications of Prestressed AFRP Bars in Concrete Railroad Ties.” 2016. Web. 30 Sep 2020.

Vancouver:

Posluszny RD. Applications of Prestressed AFRP Bars in Concrete Railroad Ties. [Internet] [Masters thesis]. Texas A&M University; 2016. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/158931.

Council of Science Editors:

Posluszny RD. Applications of Prestressed AFRP Bars in Concrete Railroad Ties. [Masters Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/158931


Texas A&M University

16. Navabzadehesmaeili, Reyhaneh. Nonlinear Analysis of Multi-Rotor Wind Turbine Systems (MRWTS).

Degree: PhD, Civil Engineering, 2018, Texas A&M University

 The idea of simply designing large single wind turbines is an incremental and technological step, which presents challenges in installation and maintenance issues. Another approach,… (more)

Subjects/Keywords: Multi-Rotor Wind Turbines; Nonlinear analysis; Large displacements; Building block

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APA (6th Edition):

Navabzadehesmaeili, R. (2018). Nonlinear Analysis of Multi-Rotor Wind Turbine Systems (MRWTS). (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/173735

Chicago Manual of Style (16th Edition):

Navabzadehesmaeili, Reyhaneh. “Nonlinear Analysis of Multi-Rotor Wind Turbine Systems (MRWTS).” 2018. Doctoral Dissertation, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/173735.

MLA Handbook (7th Edition):

Navabzadehesmaeili, Reyhaneh. “Nonlinear Analysis of Multi-Rotor Wind Turbine Systems (MRWTS).” 2018. Web. 30 Sep 2020.

Vancouver:

Navabzadehesmaeili R. Nonlinear Analysis of Multi-Rotor Wind Turbine Systems (MRWTS). [Internet] [Doctoral dissertation]. Texas A&M University; 2018. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/173735.

Council of Science Editors:

Navabzadehesmaeili R. Nonlinear Analysis of Multi-Rotor Wind Turbine Systems (MRWTS). [Doctoral Dissertation]. Texas A&M University; 2018. Available from: http://hdl.handle.net/1969.1/173735


Texas A&M University

17. Kim, Yoon Mo. Modal Analysis of Continuous Structrual System with Tapered Cantilevered Members.

Degree: MS, Civil Engineering, 2012, Texas A&M University

 Analytical Model of Traffic Signal Structures (TSS) is developed based on a continuous system method to observe dynamic characteristics of the structures. Conventional and basic… (more)

Subjects/Keywords: Traffic Signal Structure; Discretized Continuous System; Analytical Solutions; Eigenfrequency; Tapered Cantilevered Members; Varying Cros-sectional Members

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APA (6th Edition):

Kim, Y. M. (2012). Modal Analysis of Continuous Structrual System with Tapered Cantilevered Members. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10672

Chicago Manual of Style (16th Edition):

Kim, Yoon Mo. “Modal Analysis of Continuous Structrual System with Tapered Cantilevered Members.” 2012. Masters Thesis, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10672.

MLA Handbook (7th Edition):

Kim, Yoon Mo. “Modal Analysis of Continuous Structrual System with Tapered Cantilevered Members.” 2012. Web. 30 Sep 2020.

Vancouver:

Kim YM. Modal Analysis of Continuous Structrual System with Tapered Cantilevered Members. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10672.

Council of Science Editors:

Kim YM. Modal Analysis of Continuous Structrual System with Tapered Cantilevered Members. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10672


Texas A&M University

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

Degree: MS, Civil Engineering, 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. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10442

Chicago Manual of Style (16th Edition):

Medina, Jose. “Characteristics of AFRP Bars for Prestressing Applications.” 2012. Masters Thesis, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10442.

MLA Handbook (7th Edition):

Medina, Jose. “Characteristics of AFRP Bars for Prestressing Applications.” 2012. Web. 30 Sep 2020.

Vancouver:

Medina J. Characteristics of AFRP Bars for Prestressing Applications. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10442.

Council of Science Editors:

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


Texas A&M University

19. Kafie Martinez, Jackeline. On Fatigue Life Estimations of Riveted Details under Variable Amplitude Loading.

Degree: PhD, Civil Engineering, 2017, Texas A&M University

 Old riveted railroad bridges currently in service in North America are being subjected to much higher live loads that they were originally designed for. Current… (more)

Subjects/Keywords: Steel rivets; Railroad bridges; Finite Element Model; Fracture Mechanics; Fatigue Life

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APA (6th Edition):

Kafie Martinez, J. (2017). On Fatigue Life Estimations of Riveted Details under Variable Amplitude Loading. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/173144

Chicago Manual of Style (16th Edition):

Kafie Martinez, Jackeline. “On Fatigue Life Estimations of Riveted Details under Variable Amplitude Loading.” 2017. Doctoral Dissertation, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/173144.

MLA Handbook (7th Edition):

Kafie Martinez, Jackeline. “On Fatigue Life Estimations of Riveted Details under Variable Amplitude Loading.” 2017. Web. 30 Sep 2020.

Vancouver:

Kafie Martinez J. On Fatigue Life Estimations of Riveted Details under Variable Amplitude Loading. [Internet] [Doctoral dissertation]. Texas A&M University; 2017. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/173144.

Council of Science Editors:

Kafie Martinez J. On Fatigue Life Estimations of Riveted Details under Variable Amplitude Loading. [Doctoral Dissertation]. Texas A&M University; 2017. Available from: http://hdl.handle.net/1969.1/173144


Texas A&M University

20. Kerr, Thomas Chandler. Static and Dynamic Coefficient Measurements for a Thrust Collar Used in an Integrally Geared Compressor.

Degree: MS, Mechanical Engineering, 2017, Texas A&M University

 Test rigs that replicate the conditions for thrust collars (TCs) used in an integrally geared compressor (IGC) are scarce. The test rig described here is… (more)

Subjects/Keywords: Thrust collar; Integrally geared compressor

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APA (6th Edition):

Kerr, T. C. (2017). Static and Dynamic Coefficient Measurements for a Thrust Collar Used in an Integrally Geared Compressor. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/169665

Chicago Manual of Style (16th Edition):

Kerr, Thomas Chandler. “Static and Dynamic Coefficient Measurements for a Thrust Collar Used in an Integrally Geared Compressor.” 2017. Masters Thesis, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/169665.

MLA Handbook (7th Edition):

Kerr, Thomas Chandler. “Static and Dynamic Coefficient Measurements for a Thrust Collar Used in an Integrally Geared Compressor.” 2017. Web. 30 Sep 2020.

Vancouver:

Kerr TC. Static and Dynamic Coefficient Measurements for a Thrust Collar Used in an Integrally Geared Compressor. [Internet] [Masters thesis]. Texas A&M University; 2017. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/169665.

Council of Science Editors:

Kerr TC. Static and Dynamic Coefficient Measurements for a Thrust Collar Used in an Integrally Geared Compressor. [Masters Thesis]. Texas A&M University; 2017. Available from: http://hdl.handle.net/1969.1/169665


Texas A&M University

21. Mahdavi Kharanaghi, Mohsen. Creep Behavior of Soil Nail Wall in High Plasticity Index (PI) Soil.

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

 An aspect of particular concern in the soil nail wall manual and construction guideline, Geotechnical Engineering Circular No. 7 on Soil Nail Walls, is the… (more)

Subjects/Keywords: Soil Nail Wall; Creep; High Plasticity Clay

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APA (6th Edition):

Mahdavi Kharanaghi, M. (2015). Creep Behavior of Soil Nail Wall in High Plasticity Index (PI) Soil. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/156371

Chicago Manual of Style (16th Edition):

Mahdavi Kharanaghi, Mohsen. “Creep Behavior of Soil Nail Wall in High Plasticity Index (PI) Soil.” 2015. Doctoral Dissertation, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/156371.

MLA Handbook (7th Edition):

Mahdavi Kharanaghi, Mohsen. “Creep Behavior of Soil Nail Wall in High Plasticity Index (PI) Soil.” 2015. Web. 30 Sep 2020.

Vancouver:

Mahdavi Kharanaghi M. Creep Behavior of Soil Nail Wall in High Plasticity Index (PI) Soil. [Internet] [Doctoral dissertation]. Texas A&M University; 2015. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/156371.

Council of Science Editors:

Mahdavi Kharanaghi M. Creep Behavior of Soil Nail Wall in High Plasticity Index (PI) Soil. [Doctoral Dissertation]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/156371


Texas A&M University

22. Murphy, Brittany Rene. Temperature-Driven Structural Identification for Bridge Performance Evaluation.

Degree: PhD, Civil Engineering, 2019, Texas A&M University

 Bridges serve as integral components of infrastructure all around the world. Their direct impact to society is substantial, and their reliability is paramount. As such,… (more)

Subjects/Keywords: structural identification; thermal behavior; temperature; bridge performance; single model; multiple model

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APA (6th Edition):

Murphy, B. R. (2019). Temperature-Driven Structural Identification for Bridge Performance Evaluation. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/185081

Chicago Manual of Style (16th Edition):

Murphy, Brittany Rene. “Temperature-Driven Structural Identification for Bridge Performance Evaluation.” 2019. Doctoral Dissertation, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/185081.

MLA Handbook (7th Edition):

Murphy, Brittany Rene. “Temperature-Driven Structural Identification for Bridge Performance Evaluation.” 2019. Web. 30 Sep 2020.

Vancouver:

Murphy BR. Temperature-Driven Structural Identification for Bridge Performance Evaluation. [Internet] [Doctoral dissertation]. Texas A&M University; 2019. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/185081.

Council of Science Editors:

Murphy BR. Temperature-Driven Structural Identification for Bridge Performance Evaluation. [Doctoral Dissertation]. Texas A&M University; 2019. Available from: http://hdl.handle.net/1969.1/185081


Texas A&M University

23. Lin, Chien-Hong. Micromechanics Modeling of Nonlinear and Time-dependent Responses of Piezoelectric 1-3, 0-3, and Hybrid Composites.

Degree: PhD, Mechanical Engineering, 2014, Texas A&M University

 Nonlinear electromechanical and polarization switching behaviors of piezoelectric materials and viscoelastic nature of polymers result in the overall nonlinear and hysteretic responses of active polymeric… (more)

Subjects/Keywords: micromechanics; ferroelectric; piezoelectric; viscoelasticity; rate-dependent; polarization switching; nonlinear electro-mechanical coupling; composites

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APA (6th Edition):

Lin, C. (2014). Micromechanics Modeling of Nonlinear and Time-dependent Responses of Piezoelectric 1-3, 0-3, and Hybrid Composites. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/152561

Chicago Manual of Style (16th Edition):

Lin, Chien-Hong. “Micromechanics Modeling of Nonlinear and Time-dependent Responses of Piezoelectric 1-3, 0-3, and Hybrid Composites.” 2014. Doctoral Dissertation, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/152561.

MLA Handbook (7th Edition):

Lin, Chien-Hong. “Micromechanics Modeling of Nonlinear and Time-dependent Responses of Piezoelectric 1-3, 0-3, and Hybrid Composites.” 2014. Web. 30 Sep 2020.

Vancouver:

Lin C. Micromechanics Modeling of Nonlinear and Time-dependent Responses of Piezoelectric 1-3, 0-3, and Hybrid Composites. [Internet] [Doctoral dissertation]. Texas A&M University; 2014. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/152561.

Council of Science Editors:

Lin C. Micromechanics Modeling of Nonlinear and Time-dependent Responses of Piezoelectric 1-3, 0-3, and Hybrid Composites. [Doctoral Dissertation]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/152561


Texas A&M University

24. Yang, Cheng-Ken. Sensor Fault Detection and Isolation System.

Degree: PhD, Mechanical Engineering, 2014, Texas A&M University

 The purpose of this research is to develop a Fault Detection and Isolation (FDI) system which is capable to diagnosis multiple sensor faults in nonlinear… (more)

Subjects/Keywords: Fault Detection and Isolation systems; Phase space reconstruction

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APA (6th Edition):

Yang, C. (2014). Sensor Fault Detection and Isolation System. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/153442

Chicago Manual of Style (16th Edition):

Yang, Cheng-Ken. “Sensor Fault Detection and Isolation System.” 2014. Doctoral Dissertation, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/153442.

MLA Handbook (7th Edition):

Yang, Cheng-Ken. “Sensor Fault Detection and Isolation System.” 2014. Web. 30 Sep 2020.

Vancouver:

Yang C. Sensor Fault Detection and Isolation System. [Internet] [Doctoral dissertation]. Texas A&M University; 2014. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/153442.

Council of Science Editors:

Yang C. Sensor Fault Detection and Isolation System. [Doctoral Dissertation]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/153442


Texas A&M University

25. Prouty, Jennifer. Sustainable and Durable Infrastructure with Advanced Construction Materials.

Degree: MS, Civil Engineering, 2014, Texas A&M University

 Two experimental prestressed concrete bridge girder projects focus on the use of advanced materials including Aramid fiber reinforced polymers (AFRP) bars and self-consolidating concrete (SCC).… (more)

Subjects/Keywords: self-consolidating concrete

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APA (6th Edition):

Prouty, J. (2014). Sustainable and Durable Infrastructure with Advanced Construction Materials. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/153614

Chicago Manual of Style (16th Edition):

Prouty, Jennifer. “Sustainable and Durable Infrastructure with Advanced Construction Materials.” 2014. Masters Thesis, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/153614.

MLA Handbook (7th Edition):

Prouty, Jennifer. “Sustainable and Durable Infrastructure with Advanced Construction Materials.” 2014. Web. 30 Sep 2020.

Vancouver:

Prouty J. Sustainable and Durable Infrastructure with Advanced Construction Materials. [Internet] [Masters thesis]. Texas A&M University; 2014. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/153614.

Council of Science Editors:

Prouty J. Sustainable and Durable Infrastructure with Advanced Construction Materials. [Masters Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/153614


Texas A&M University

26. Wei, Wan-Yi. Experimental Investigation of Sphere Slamming to Quiescent Water Surface-Pressure Distribution and Jetting Flow Field.

Degree: MS, Ocean Engineering, 2014, Texas A&M University

 Sphere slamming pressures and corresponding jetting flow fields were studied in an experimental approach. Correlations between sphere impacting forces and jetting flow occurrences were explored.… (more)

Subjects/Keywords: slamming; pressure; jetting flow; BIV

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APA (6th Edition):

Wei, W. (2014). Experimental Investigation of Sphere Slamming to Quiescent Water Surface-Pressure Distribution and Jetting Flow Field. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/154020

Chicago Manual of Style (16th Edition):

Wei, Wan-Yi. “Experimental Investigation of Sphere Slamming to Quiescent Water Surface-Pressure Distribution and Jetting Flow Field.” 2014. Masters Thesis, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/154020.

MLA Handbook (7th Edition):

Wei, Wan-Yi. “Experimental Investigation of Sphere Slamming to Quiescent Water Surface-Pressure Distribution and Jetting Flow Field.” 2014. Web. 30 Sep 2020.

Vancouver:

Wei W. Experimental Investigation of Sphere Slamming to Quiescent Water Surface-Pressure Distribution and Jetting Flow Field. [Internet] [Masters thesis]. Texas A&M University; 2014. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/154020.

Council of Science Editors:

Wei W. Experimental Investigation of Sphere Slamming to Quiescent Water Surface-Pressure Distribution and Jetting Flow Field. [Masters Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/154020


Texas A&M University

27. Cummings, Wesley David. Analytical and Experimental Assessment of an AASHTO I-girder Type I Prestressed with AFRP Tendons.

Degree: MS, Civil Engineering, 2014, Texas A&M University

 Corrosion induced deterioration is one of the main reason for repair and rehabilitation programs in conventional steel reinforced concrete bridge decks. Of all bridges in… (more)

Subjects/Keywords: Bridge Girder; Aramid; Fiber; Reinforced; Polymer; FRP; Corrosion; Anchorage; Full-scale; Composite; I-Girder; Composite Action, Composite Material; Prestressed

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APA (6th Edition):

Cummings, W. D. (2014). Analytical and Experimental Assessment of an AASHTO I-girder Type I Prestressed with AFRP Tendons. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/154194

Chicago Manual of Style (16th Edition):

Cummings, Wesley David. “Analytical and Experimental Assessment of an AASHTO I-girder Type I Prestressed with AFRP Tendons.” 2014. Masters Thesis, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/154194.

MLA Handbook (7th Edition):

Cummings, Wesley David. “Analytical and Experimental Assessment of an AASHTO I-girder Type I Prestressed with AFRP Tendons.” 2014. Web. 30 Sep 2020.

Vancouver:

Cummings WD. Analytical and Experimental Assessment of an AASHTO I-girder Type I Prestressed with AFRP Tendons. [Internet] [Masters thesis]. Texas A&M University; 2014. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/154194.

Council of Science Editors:

Cummings WD. Analytical and Experimental Assessment of an AASHTO I-girder Type I Prestressed with AFRP Tendons. [Masters Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/154194


Texas A&M University

28. Wright, Evan Dalton. Feasibility of Using Nonlinear Time-Frequency Control for Magnetorheological Dampers in Vehicle Suspension.

Degree: MS, Mechanical Engineering, 2017, Texas A&M University

 Semi-active vehicle suspensions that use magnetorheological (MR) dampers are able to better dissipate vibrations compared to conventional dampers because of their controllable damping characteristics. The… (more)

Subjects/Keywords: magnetorheological damper; semi-active vibration control

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APA (6th Edition):

Wright, E. D. (2017). Feasibility of Using Nonlinear Time-Frequency Control for Magnetorheological Dampers in Vehicle Suspension. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/174890

Chicago Manual of Style (16th Edition):

Wright, Evan Dalton. “Feasibility of Using Nonlinear Time-Frequency Control for Magnetorheological Dampers in Vehicle Suspension.” 2017. Masters Thesis, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/174890.

MLA Handbook (7th Edition):

Wright, Evan Dalton. “Feasibility of Using Nonlinear Time-Frequency Control for Magnetorheological Dampers in Vehicle Suspension.” 2017. Web. 30 Sep 2020.

Vancouver:

Wright ED. Feasibility of Using Nonlinear Time-Frequency Control for Magnetorheological Dampers in Vehicle Suspension. [Internet] [Masters thesis]. Texas A&M University; 2017. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/174890.

Council of Science Editors:

Wright ED. Feasibility of Using Nonlinear Time-Frequency Control for Magnetorheological Dampers in Vehicle Suspension. [Masters Thesis]. Texas A&M University; 2017. Available from: http://hdl.handle.net/1969.1/174890


Texas A&M University

29. Saez Barrios, Deeyvid 1980-. Design Guidelines for Test Level 3 (TL-3) Through Test Level 5 (TL-5) Roadside Barrier Systems Placed on Mechanically Stabilized Earth (MSE) Retaining Wall.

Degree: PhD, Civil Engineering, 2012, Texas A&M University

 The use of Mechanically Stabilized Earth (MSE) wall structures has increased dramatically in recent years. Traffic barriers are frequently placed on top of the MSE… (more)

Subjects/Keywords: equivalent static load; dynamic load; retaining wall

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APA (6th Edition):

Saez Barrios, D. 1. (2012). Design Guidelines for Test Level 3 (TL-3) Through Test Level 5 (TL-5) Roadside Barrier Systems Placed on Mechanically Stabilized Earth (MSE) Retaining Wall. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/148253

Chicago Manual of Style (16th Edition):

Saez Barrios, Deeyvid 1980-. “Design Guidelines for Test Level 3 (TL-3) Through Test Level 5 (TL-5) Roadside Barrier Systems Placed on Mechanically Stabilized Earth (MSE) Retaining Wall.” 2012. Doctoral Dissertation, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/148253.

MLA Handbook (7th Edition):

Saez Barrios, Deeyvid 1980-. “Design Guidelines for Test Level 3 (TL-3) Through Test Level 5 (TL-5) Roadside Barrier Systems Placed on Mechanically Stabilized Earth (MSE) Retaining Wall.” 2012. Web. 30 Sep 2020.

Vancouver:

Saez Barrios D1. Design Guidelines for Test Level 3 (TL-3) Through Test Level 5 (TL-5) Roadside Barrier Systems Placed on Mechanically Stabilized Earth (MSE) Retaining Wall. [Internet] [Doctoral dissertation]. Texas A&M University; 2012. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/148253.

Council of Science Editors:

Saez Barrios D1. Design Guidelines for Test Level 3 (TL-3) Through Test Level 5 (TL-5) Roadside Barrier Systems Placed on Mechanically Stabilized Earth (MSE) Retaining Wall. [Doctoral Dissertation]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/148253


Texas A&M University

30. Ettehad, Mahmood. Analysis of Particle Size and Interface Effects on the Strength and Ductility of Advanced High Strength Steels.

Degree: PhD, Civil Engineering, 2013, Texas A&M University

 This thesis is devoted to the numerical investigation of mechanical behavior of Dual phase (DP) steels. Such grade of advanced high strength steels (AHSS) is… (more)

Subjects/Keywords: Advanced High Strength Steels; Dual Phase Steels; Size Effect; Interface Effect; Gradient Plasticity; Nonlocal Plasticity

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APA (6th Edition):

Ettehad, M. (2013). Analysis of Particle Size and Interface Effects on the Strength and Ductility of Advanced High Strength Steels. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/149311

Chicago Manual of Style (16th Edition):

Ettehad, Mahmood. “Analysis of Particle Size and Interface Effects on the Strength and Ductility of Advanced High Strength Steels.” 2013. Doctoral Dissertation, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/149311.

MLA Handbook (7th Edition):

Ettehad, Mahmood. “Analysis of Particle Size and Interface Effects on the Strength and Ductility of Advanced High Strength Steels.” 2013. Web. 30 Sep 2020.

Vancouver:

Ettehad M. Analysis of Particle Size and Interface Effects on the Strength and Ductility of Advanced High Strength Steels. [Internet] [Doctoral dissertation]. Texas A&M University; 2013. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/149311.

Council of Science Editors:

Ettehad M. Analysis of Particle Size and Interface Effects on the Strength and Ductility of Advanced High Strength Steels. [Doctoral Dissertation]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/149311

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