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You searched for +publisher:"University of Florida" +contributor:("HAMILTON,HOMER ROBERT,III"). Showing records 1 – 15 of 15 total matches.

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1. Brenkus, Natassia Rae. Long Spans with Transportable Precast Prestressed Girders.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2013, University of Florida

 A splice design for prestressed precast segments was developed and integrated into a simply-supported 208-ft span of 96-in.-deep I-girders. In the proposed splice design, transportable… (more)

Subjects/Keywords: Concretes; Fatigue; Girders; Prestressing; Specimens; Steels; Strain gauges; Stress cycles; Stress tests; Structural deflection; bridge  – concrete  – coupler  – prestressed  – splice

…260 17 Abstract of Thesis Presented to the Graduate School of the University of Florida… 

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APA (6th Edition):

Brenkus, N. R. (2013). Long Spans with Transportable Precast Prestressed Girders. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0046383

Chicago Manual of Style (16th Edition):

Brenkus, Natassia Rae. “Long Spans with Transportable Precast Prestressed Girders.” 2013. Masters Thesis, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0046383.

MLA Handbook (7th Edition):

Brenkus, Natassia Rae. “Long Spans with Transportable Precast Prestressed Girders.” 2013. Web. 18 Sep 2019.

Vancouver:

Brenkus NR. Long Spans with Transportable Precast Prestressed Girders. [Internet] [Masters thesis]. University of Florida; 2013. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0046383.

Council of Science Editors:

Brenkus NR. Long Spans with Transportable Precast Prestressed Girders. [Masters Thesis]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0046383


University of Florida

2. Tatar, Jovan. Calibration of Bond Durability Factor for Externally Bonded CFRP Systems in Concrete Structures.

Degree: MS, Civil Engineering - Civil and Coastal Engineering, 2013, University of Florida

 Use of carbon fiber-reinforced polymer (CFRP) composites in civil infrastructure has shown an increase in the past two decades.Externally bonded CFRP materials (wet-layup and laminate)… (more)

Subjects/Keywords: Adhesives; Bending; Concretes; Durability; Eigenvalues; Failure modes; Gaussian distributions; Laminates; Specimens; Water immersion; bond  – callibration  – cfrp  – concrete  – durability

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APA (6th Edition):

Tatar, J. (2013). Calibration of Bond Durability Factor for Externally Bonded CFRP Systems in Concrete Structures. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0046414

Chicago Manual of Style (16th Edition):

Tatar, Jovan. “Calibration of Bond Durability Factor for Externally Bonded CFRP Systems in Concrete Structures.” 2013. Masters Thesis, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0046414.

MLA Handbook (7th Edition):

Tatar, Jovan. “Calibration of Bond Durability Factor for Externally Bonded CFRP Systems in Concrete Structures.” 2013. Web. 18 Sep 2019.

Vancouver:

Tatar J. Calibration of Bond Durability Factor for Externally Bonded CFRP Systems in Concrete Structures. [Internet] [Masters thesis]. University of Florida; 2013. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0046414.

Council of Science Editors:

Tatar J. Calibration of Bond Durability Factor for Externally Bonded CFRP Systems in Concrete Structures. [Masters Thesis]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0046414


University of Florida

3. Brunner, Brett W. Shelf Life and the Effects of Storage Conditions on Post-Tensioned Grouts.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2014, University of Florida

 Due to issues with the formation of soft grout in Florida post-tensioned bridges over the last 15 years, investigations have been conducted to determine what… (more)

Subjects/Keywords: Cements; Humidity; Hydraulic cements; Moisture content; Packaging; Particle size classes; Shelf life; Storage conditions; Test chambers; Viscosity; post-tensioned  – pre-hydration  – prehydration

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APA (6th Edition):

Brunner, B. W. (2014). Shelf Life and the Effects of Storage Conditions on Post-Tensioned Grouts. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0047574

Chicago Manual of Style (16th Edition):

Brunner, Brett W. “Shelf Life and the Effects of Storage Conditions on Post-Tensioned Grouts.” 2014. Masters Thesis, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0047574.

MLA Handbook (7th Edition):

Brunner, Brett W. “Shelf Life and the Effects of Storage Conditions on Post-Tensioned Grouts.” 2014. Web. 18 Sep 2019.

Vancouver:

Brunner BW. Shelf Life and the Effects of Storage Conditions on Post-Tensioned Grouts. [Internet] [Masters thesis]. University of Florida; 2014. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0047574.

Council of Science Editors:

Brunner BW. Shelf Life and the Effects of Storage Conditions on Post-Tensioned Grouts. [Masters Thesis]. University of Florida; 2014. Available from: http://ufdc.ufl.edu/UFE0047574


University of Florida

4. Blackburn, Bethany P. Effects of Hygrothermal Conditioning on Epoxy Used in FRP Composites.

Degree: MS, Civil Engineering - Civil and Coastal Engineering, 2013, University of Florida

 Fiber reinforced polymer (FRP) composites are installed on U.S. civil infrastructure to extend structure longevity. Durability of FRP composites is controlled by the adhesion of… (more)

Subjects/Keywords: Epoxy compounds; Humidity; Moisture content; Polymers; Specimens; Stiffness; Transition temperature; Water immersion; Water samples; Water temperature; accelerated  – aging  – bond  – epoxy  – frp  – glass  – hygrothermal  – temperature  – transition

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APA (6th Edition):

Blackburn, B. P. (2013). Effects of Hygrothermal Conditioning on Epoxy Used in FRP Composites. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0046362

Chicago Manual of Style (16th Edition):

Blackburn, Bethany P. “Effects of Hygrothermal Conditioning on Epoxy Used in FRP Composites.” 2013. Masters Thesis, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0046362.

MLA Handbook (7th Edition):

Blackburn, Bethany P. “Effects of Hygrothermal Conditioning on Epoxy Used in FRP Composites.” 2013. Web. 18 Sep 2019.

Vancouver:

Blackburn BP. Effects of Hygrothermal Conditioning on Epoxy Used in FRP Composites. [Internet] [Masters thesis]. University of Florida; 2013. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0046362.

Council of Science Editors:

Blackburn BP. Effects of Hygrothermal Conditioning on Epoxy Used in FRP Composites. [Masters Thesis]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0046362


University of Florida

5. Lisek, Mark J. Assessment of Effectiveness of FRP Repair in Bridge Girders Folowing Service in Brackish Water Environment.

Degree: MS, Civil Engineering - Civil and Coastal Engineering, 2017, University of Florida

 A bridge in North Florida, originally constructed in 1957, had several of its girders repaired with externally bonded spray-up glass fiber reinforced polymer (GFRP) and… (more)

Subjects/Keywords: bridges  – concrete  – durability  – frp  – structural  – sustainability

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APA (6th Edition):

Lisek, M. J. (2017). Assessment of Effectiveness of FRP Repair in Bridge Girders Folowing Service in Brackish Water Environment. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0051126

Chicago Manual of Style (16th Edition):

Lisek, Mark J. “Assessment of Effectiveness of FRP Repair in Bridge Girders Folowing Service in Brackish Water Environment.” 2017. Masters Thesis, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0051126.

MLA Handbook (7th Edition):

Lisek, Mark J. “Assessment of Effectiveness of FRP Repair in Bridge Girders Folowing Service in Brackish Water Environment.” 2017. Web. 18 Sep 2019.

Vancouver:

Lisek MJ. Assessment of Effectiveness of FRP Repair in Bridge Girders Folowing Service in Brackish Water Environment. [Internet] [Masters thesis]. University of Florida; 2017. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0051126.

Council of Science Editors:

Lisek MJ. Assessment of Effectiveness of FRP Repair in Bridge Girders Folowing Service in Brackish Water Environment. [Masters Thesis]. University of Florida; 2017. Available from: http://ufdc.ufl.edu/UFE0051126


University of Florida

6. Aguirre, Marcelino J. Effects of Portland Cement Pre-Hydration on Shelf Life of Post Tensioning Grout.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2016, University of Florida

 This study contains a summary of research performed to reproduce and determine the cause of soft grout, which has been discovered in several bridges around… (more)

Subjects/Keywords: Average linear density; Cements; Humidity; Hydraulic cements; Microwaves; Moisture content; Particle size classes; Screening tests; Shelf life; Test methods; cement  – fillers  – grout  – modified-incline-tube-test  – post-tensioning  – prehydration  – soft-grout  – through-solution-hydration  – topochemical-hydration  – water-absorption

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APA (6th Edition):

Aguirre, M. J. (2016). Effects of Portland Cement Pre-Hydration on Shelf Life of Post Tensioning Grout. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0049957

Chicago Manual of Style (16th Edition):

Aguirre, Marcelino J. “Effects of Portland Cement Pre-Hydration on Shelf Life of Post Tensioning Grout.” 2016. Masters Thesis, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0049957.

MLA Handbook (7th Edition):

Aguirre, Marcelino J. “Effects of Portland Cement Pre-Hydration on Shelf Life of Post Tensioning Grout.” 2016. Web. 18 Sep 2019.

Vancouver:

Aguirre MJ. Effects of Portland Cement Pre-Hydration on Shelf Life of Post Tensioning Grout. [Internet] [Masters thesis]. University of Florida; 2016. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0049957.

Council of Science Editors:

Aguirre MJ. Effects of Portland Cement Pre-Hydration on Shelf Life of Post Tensioning Grout. [Masters Thesis]. University of Florida; 2016. Available from: http://ufdc.ufl.edu/UFE0049957


University of Florida

7. Innocent, Douglas G. Design of a High Capacity Breakaway Connection for Multi-Post Ground Signs.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2016, University of Florida

 The primary objective of this study was to develop a high capacity breakaway connection, with the capacity to resist 150 mph design wind loads with… (more)

Subjects/Keywords: Acceleration; Accelerometers; Boundary layer separation; Breakaway supports; Impact tests; Impact velocity; Posts; Simulations; Statics; Steels; acceleration  – breakaway  – engineering  – hardware  – impact  – occupant  – ridedown  – roadside  – safety  – structural  – velocity

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APA (6th Edition):

Innocent, D. G. (2016). Design of a High Capacity Breakaway Connection for Multi-Post Ground Signs. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0050496

Chicago Manual of Style (16th Edition):

Innocent, Douglas G. “Design of a High Capacity Breakaway Connection for Multi-Post Ground Signs.” 2016. Masters Thesis, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0050496.

MLA Handbook (7th Edition):

Innocent, Douglas G. “Design of a High Capacity Breakaway Connection for Multi-Post Ground Signs.” 2016. Web. 18 Sep 2019.

Vancouver:

Innocent DG. Design of a High Capacity Breakaway Connection for Multi-Post Ground Signs. [Internet] [Masters thesis]. University of Florida; 2016. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0050496.

Council of Science Editors:

Innocent DG. Design of a High Capacity Breakaway Connection for Multi-Post Ground Signs. [Masters Thesis]. University of Florida; 2016. Available from: http://ufdc.ufl.edu/UFE0050496


University of Florida

8. Randell, Alexander J. Segregation of Post-Tensioning Grout during Full Scale Mixing and Injection.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2013, University of Florida

 Post-tensioning (PT) tendons are typically composed of bundles of prestressing strand that are placed inside a duct, which is filled with a cementitious grout to… (more)

Subjects/Keywords: Admixtures; Cements; Filler materials; Hydraulic cements; Moisture content; Mud; Tendons; Viscosity; Water flow; Water temperature; bridges  – corrosion  – duct  – grout  – post-tensioning  – steel

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APA (6th Edition):

Randell, A. J. (2013). Segregation of Post-Tensioning Grout during Full Scale Mixing and Injection. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0046416

Chicago Manual of Style (16th Edition):

Randell, Alexander J. “Segregation of Post-Tensioning Grout during Full Scale Mixing and Injection.” 2013. Masters Thesis, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0046416.

MLA Handbook (7th Edition):

Randell, Alexander J. “Segregation of Post-Tensioning Grout during Full Scale Mixing and Injection.” 2013. Web. 18 Sep 2019.

Vancouver:

Randell AJ. Segregation of Post-Tensioning Grout during Full Scale Mixing and Injection. [Internet] [Masters thesis]. University of Florida; 2013. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0046416.

Council of Science Editors:

Randell AJ. Segregation of Post-Tensioning Grout during Full Scale Mixing and Injection. [Masters Thesis]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0046416


University of Florida

9. Bhatia, Rahul. Mock up Injection of Replaceable Unbonded Post-Tensioned Bridge Tendons.

Degree: MS, Civil Engineering - Civil and Coastal Engineering, 2014, University of Florida

 Although generally providing outstanding service, problems in Florida with grouted tendons have led to the consideration of other corrosion protection systems. Various alternatives are available… (more)

Subjects/Keywords: Barrels; Corrosion; Heat transfer; Instrumentation; Pumps; Steels; Surface temperature; Tendons; Thermocouples; Waxes; grease  – injection  – unbonded  – wax

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APA (6th Edition):

Bhatia, R. (2014). Mock up Injection of Replaceable Unbonded Post-Tensioned Bridge Tendons. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0047582

Chicago Manual of Style (16th Edition):

Bhatia, Rahul. “Mock up Injection of Replaceable Unbonded Post-Tensioned Bridge Tendons.” 2014. Masters Thesis, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0047582.

MLA Handbook (7th Edition):

Bhatia, Rahul. “Mock up Injection of Replaceable Unbonded Post-Tensioned Bridge Tendons.” 2014. Web. 18 Sep 2019.

Vancouver:

Bhatia R. Mock up Injection of Replaceable Unbonded Post-Tensioned Bridge Tendons. [Internet] [Masters thesis]. University of Florida; 2014. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0047582.

Council of Science Editors:

Bhatia R. Mock up Injection of Replaceable Unbonded Post-Tensioned Bridge Tendons. [Masters Thesis]. University of Florida; 2014. Available from: http://ufdc.ufl.edu/UFE0047582


University of Florida

10. Edwards, Samuel T III. Determination of Brace Forces Caused by Construction Loads and Wind Loads during Bridge Construction.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2014, University of Florida

 The first objective of this study was to develop procedures for determining bracing forces during bridge construction. Numerical finite element models and analysis techniques were… (more)

Subjects/Keywords: Aerodynamic coefficients; Braces; Bridge decks; Databases; Drag coefficient; Geometric angles; Girder bridges; Girders; Plate girders; Torque; brace  – bridge  – construction  – loads  – wind

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APA (6th Edition):

Edwards, S. T. I. (2014). Determination of Brace Forces Caused by Construction Loads and Wind Loads during Bridge Construction. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0046731

Chicago Manual of Style (16th Edition):

Edwards, Samuel T III. “Determination of Brace Forces Caused by Construction Loads and Wind Loads during Bridge Construction.” 2014. Masters Thesis, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0046731.

MLA Handbook (7th Edition):

Edwards, Samuel T III. “Determination of Brace Forces Caused by Construction Loads and Wind Loads during Bridge Construction.” 2014. Web. 18 Sep 2019.

Vancouver:

Edwards STI. Determination of Brace Forces Caused by Construction Loads and Wind Loads during Bridge Construction. [Internet] [Masters thesis]. University of Florida; 2014. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0046731.

Council of Science Editors:

Edwards STI. Determination of Brace Forces Caused by Construction Loads and Wind Loads during Bridge Construction. [Masters Thesis]. University of Florida; 2014. Available from: http://ufdc.ufl.edu/UFE0046731


University of Florida

11. Cantrell, Jason T. Experimental Characterization and Computational Modeling of Unimorph Shape Memory Polymer Actuators Incorporating Transverse Curvature in the Substrate.

Degree: PhD, Aerospace Engineering - Mechanical and Aerospace Engineering, 2016, University of Florida

 This document outlines in detail the research performed by applying shape memory polymers in a generic unimorph actuator configuration. A set of experiments designed to… (more)

Subjects/Keywords: Aircraft wings; Antennas; Bending; Carbon fibers; Cooling; Curvature; Radius of curvature; Ribs; Shape memory polymers; Structural deflection; actuator  – antenna  – composite  – curvature  – materials  – mav  – memory  – polymer  – satellite  – shape  – smart  – smp  – spring  – tape  – transverse  – unimorph  – wing

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APA (6th Edition):

Cantrell, J. T. (2016). Experimental Characterization and Computational Modeling of Unimorph Shape Memory Polymer Actuators Incorporating Transverse Curvature in the Substrate. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0050212

Chicago Manual of Style (16th Edition):

Cantrell, Jason T. “Experimental Characterization and Computational Modeling of Unimorph Shape Memory Polymer Actuators Incorporating Transverse Curvature in the Substrate.” 2016. Doctoral Dissertation, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0050212.

MLA Handbook (7th Edition):

Cantrell, Jason T. “Experimental Characterization and Computational Modeling of Unimorph Shape Memory Polymer Actuators Incorporating Transverse Curvature in the Substrate.” 2016. Web. 18 Sep 2019.

Vancouver:

Cantrell JT. Experimental Characterization and Computational Modeling of Unimorph Shape Memory Polymer Actuators Incorporating Transverse Curvature in the Substrate. [Internet] [Doctoral dissertation]. University of Florida; 2016. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0050212.

Council of Science Editors:

Cantrell JT. Experimental Characterization and Computational Modeling of Unimorph Shape Memory Polymer Actuators Incorporating Transverse Curvature in the Substrate. [Doctoral Dissertation]. University of Florida; 2016. Available from: http://ufdc.ufl.edu/UFE0050212


University of Florida

12. Getter, Daniel J. Validation and Implementation of Bridge Design Specifications for Barge Impact Loading.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2013, University of Florida

 Since 1991 in the United States, the design of highway bridges to resist collisions by errant waterway vessels has been carried out in accordance with… (more)

Subjects/Keywords: Barges; Bridge members; Bridge piers; Impact loads; Modeling; Piers; Risk analysis; Ship bridges; Simulations; Strain rate; barge  – bridge  – collision  – constiutive  – design  – impact  – modeling  – risk  – vessel

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APA (6th Edition):

Getter, D. J. (2013). Validation and Implementation of Bridge Design Specifications for Barge Impact Loading. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0045792

Chicago Manual of Style (16th Edition):

Getter, Daniel J. “Validation and Implementation of Bridge Design Specifications for Barge Impact Loading.” 2013. Doctoral Dissertation, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0045792.

MLA Handbook (7th Edition):

Getter, Daniel J. “Validation and Implementation of Bridge Design Specifications for Barge Impact Loading.” 2013. Web. 18 Sep 2019.

Vancouver:

Getter DJ. Validation and Implementation of Bridge Design Specifications for Barge Impact Loading. [Internet] [Doctoral dissertation]. University of Florida; 2013. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0045792.

Council of Science Editors:

Getter DJ. Validation and Implementation of Bridge Design Specifications for Barge Impact Loading. [Doctoral Dissertation]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0045792

13. Harper, Zachary S. Bridge Girder Drag Coefficients and Wind-Related Bracing Recommendations.

Degree: MS, Civil Engineering - Civil and Coastal Engineering, 2013, University of Florida

 A key objective of this study was to experimentally quantify wind load coefficients (drag, torque, and lift) for common bridge girder shapes, and to quantify… (more)

Subjects/Keywords: Aerodynamic coefficients; Braces; Drag coefficient; Girder bridges; Girders; Plate girders; Stiffness; Struts; System capacity; Torque; bearing  – bridge  – buckling  – construction  – drag  – girder  – stability  – wind

…Presented to the Graduate School of the University of Florida in Partial Fulfillment of the… 

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APA (6th Edition):

Harper, Z. S. (2013). Bridge Girder Drag Coefficients and Wind-Related Bracing Recommendations. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0045616

Chicago Manual of Style (16th Edition):

Harper, Zachary S. “Bridge Girder Drag Coefficients and Wind-Related Bracing Recommendations.” 2013. Masters Thesis, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0045616.

MLA Handbook (7th Edition):

Harper, Zachary S. “Bridge Girder Drag Coefficients and Wind-Related Bracing Recommendations.” 2013. Web. 18 Sep 2019.

Vancouver:

Harper ZS. Bridge Girder Drag Coefficients and Wind-Related Bracing Recommendations. [Internet] [Masters thesis]. University of Florida; 2013. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0045616.

Council of Science Editors:

Harper ZS. Bridge Girder Drag Coefficients and Wind-Related Bracing Recommendations. [Masters Thesis]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0045616


University of Florida

14. Brenkus, Natassia Rae. Ultimate Strength of Post-Tensioned Girders with Mixed Bonded and Unbonded Prestressing.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2016, University of Florida

Subjects/Keywords: bridge; concrete; post-tensioning; prestressed; unbonded; wax

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APA (6th Edition):

Brenkus, N. R. (2016). Ultimate Strength of Post-Tensioned Girders with Mixed Bonded and Unbonded Prestressing. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0050659

Chicago Manual of Style (16th Edition):

Brenkus, Natassia Rae. “Ultimate Strength of Post-Tensioned Girders with Mixed Bonded and Unbonded Prestressing.” 2016. Doctoral Dissertation, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0050659.

MLA Handbook (7th Edition):

Brenkus, Natassia Rae. “Ultimate Strength of Post-Tensioned Girders with Mixed Bonded and Unbonded Prestressing.” 2016. Web. 18 Sep 2019.

Vancouver:

Brenkus NR. Ultimate Strength of Post-Tensioned Girders with Mixed Bonded and Unbonded Prestressing. [Internet] [Doctoral dissertation]. University of Florida; 2016. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0050659.

Council of Science Editors:

Brenkus NR. Ultimate Strength of Post-Tensioned Girders with Mixed Bonded and Unbonded Prestressing. [Doctoral Dissertation]. University of Florida; 2016. Available from: http://ufdc.ufl.edu/UFE0050659


University of Florida

15. Tatar, Jovan. Multiscale Analysis of Adhesive Interface between Cement Paste and Epoxy.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2016, University of Florida

Subjects/Keywords: adhesive; cement; concrete; durability; fea; fracture; frp; interface; interphase; multiscale; nanoindentation; raman; silanes

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APA (6th Edition):

Tatar, J. (2016). Multiscale Analysis of Adhesive Interface between Cement Paste and Epoxy. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0050367

Chicago Manual of Style (16th Edition):

Tatar, Jovan. “Multiscale Analysis of Adhesive Interface between Cement Paste and Epoxy.” 2016. Doctoral Dissertation, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0050367.

MLA Handbook (7th Edition):

Tatar, Jovan. “Multiscale Analysis of Adhesive Interface between Cement Paste and Epoxy.” 2016. Web. 18 Sep 2019.

Vancouver:

Tatar J. Multiscale Analysis of Adhesive Interface between Cement Paste and Epoxy. [Internet] [Doctoral dissertation]. University of Florida; 2016. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0050367.

Council of Science Editors:

Tatar J. Multiscale Analysis of Adhesive Interface between Cement Paste and Epoxy. [Doctoral Dissertation]. University of Florida; 2016. Available from: http://ufdc.ufl.edu/UFE0050367

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