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You searched for +publisher:"University of Kansas" +contributor:("Bennett, Caroline R."). Showing records 1 – 12 of 12 total matches.

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University of Kansas

1. Kaan, Benjamin Nicolaas. Fatigue Enhancement of Category E' Detailsin Steel Bridge Girders Using CFRP Materials.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2008, University of Kansas

 Carbon Fiber Reinforced Polymer (CFRP) composite overlay elements were developed to improve the fatigue performance of Category E' steel details. By increasing the stiffness of… (more)

Subjects/Keywords: Civil engineering; Transportation; Bridge; Cfrp; Enhancement; Fatigue; Steel

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APA (6th Edition):

Kaan, B. N. (2008). Fatigue Enhancement of Category E' Detailsin Steel Bridge Girders Using CFRP Materials. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/4358

Chicago Manual of Style (16th Edition):

Kaan, Benjamin Nicolaas. “Fatigue Enhancement of Category E' Detailsin Steel Bridge Girders Using CFRP Materials.” 2008. Masters Thesis, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/4358.

MLA Handbook (7th Edition):

Kaan, Benjamin Nicolaas. “Fatigue Enhancement of Category E' Detailsin Steel Bridge Girders Using CFRP Materials.” 2008. Web. 17 Dec 2017.

Vancouver:

Kaan BN. Fatigue Enhancement of Category E' Detailsin Steel Bridge Girders Using CFRP Materials. [Internet] [Masters thesis]. University of Kansas; 2008. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/4358.

Council of Science Editors:

Kaan BN. Fatigue Enhancement of Category E' Detailsin Steel Bridge Girders Using CFRP Materials. [Masters Thesis]. University of Kansas; 2008. Available from: http://hdl.handle.net/1808/4358


University of Kansas

2. Hassel, Heidi L. An Analytical Evaluation of Distortion-Induced Fatigue in Steel Bridges.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2011, University of Kansas

 Multi-girder steel bridges designed prior to the mid-1980's, have developed cracks due to distortion-induced fatigue. An analytical evaluation was conducted to better understand the effects… (more)

Subjects/Keywords: Civil engineering; Bridge; Cross frame; Distortion-induced; Fatigue

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APA (6th Edition):

Hassel, H. L. (2011). An Analytical Evaluation of Distortion-Induced Fatigue in Steel Bridges. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/7640

Chicago Manual of Style (16th Edition):

Hassel, Heidi L. “An Analytical Evaluation of Distortion-Induced Fatigue in Steel Bridges.” 2011. Masters Thesis, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/7640.

MLA Handbook (7th Edition):

Hassel, Heidi L. “An Analytical Evaluation of Distortion-Induced Fatigue in Steel Bridges.” 2011. Web. 17 Dec 2017.

Vancouver:

Hassel HL. An Analytical Evaluation of Distortion-Induced Fatigue in Steel Bridges. [Internet] [Masters thesis]. University of Kansas; 2011. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/7640.

Council of Science Editors:

Hassel HL. An Analytical Evaluation of Distortion-Induced Fatigue in Steel Bridges. [Masters Thesis]. University of Kansas; 2011. Available from: http://hdl.handle.net/1808/7640


University of Kansas

3. Richardson, Temple. Analytical Investigation of Repair Methods for Fatigue Cracks in Steel Bridges.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2012, University of Kansas

 Numerous retrofits have been used to stop distortion-induced fatigue cracks from initiating and propagating in steel bridges. Some decrease stiffness in the web gap region… (more)

Subjects/Keywords: Civil engineering; Applied sciences; Bridge; Distortion-induced; Retrofit; Xfem

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APA (6th Edition):

Richardson, T. (2012). Analytical Investigation of Repair Methods for Fatigue Cracks in Steel Bridges. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/10205

Chicago Manual of Style (16th Edition):

Richardson, Temple. “Analytical Investigation of Repair Methods for Fatigue Cracks in Steel Bridges.” 2012. Masters Thesis, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/10205.

MLA Handbook (7th Edition):

Richardson, Temple. “Analytical Investigation of Repair Methods for Fatigue Cracks in Steel Bridges.” 2012. Web. 17 Dec 2017.

Vancouver:

Richardson T. Analytical Investigation of Repair Methods for Fatigue Cracks in Steel Bridges. [Internet] [Masters thesis]. University of Kansas; 2012. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/10205.

Council of Science Editors:

Richardson T. Analytical Investigation of Repair Methods for Fatigue Cracks in Steel Bridges. [Masters Thesis]. University of Kansas; 2012. Available from: http://hdl.handle.net/1808/10205


University of Kansas

4. Crain, Joshua Sakumura. Fatigue Enhancement of Undersized, Drilled Crack-Stop Holes.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2010, University of Kansas

 A common technique used to prevent the propagation of cracks in bridge girders is drilling crack-stop holes at the crack tips. By doing so, stress… (more)

Subjects/Keywords: Civil engineering; Bridges; Cold working; Crack-stop holes; Fatigue cracks; Fatigue enhancement

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APA (6th Edition):

Crain, J. S. (2010). Fatigue Enhancement of Undersized, Drilled Crack-Stop Holes. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/6288

Chicago Manual of Style (16th Edition):

Crain, Joshua Sakumura. “Fatigue Enhancement of Undersized, Drilled Crack-Stop Holes.” 2010. Masters Thesis, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/6288.

MLA Handbook (7th Edition):

Crain, Joshua Sakumura. “Fatigue Enhancement of Undersized, Drilled Crack-Stop Holes.” 2010. Web. 17 Dec 2017.

Vancouver:

Crain JS. Fatigue Enhancement of Undersized, Drilled Crack-Stop Holes. [Internet] [Masters thesis]. University of Kansas; 2010. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/6288.

Council of Science Editors:

Crain JS. Fatigue Enhancement of Undersized, Drilled Crack-Stop Holes. [Masters Thesis]. University of Kansas; 2010. Available from: http://hdl.handle.net/1808/6288


University of Kansas

5. Liu, Hao. A FINITE-ELEMENT-BASED APPROACH TO MODELING CRACKING & REPAIRS FOR DISTORTION-INDUCED FATIGUE IN STEEL BRIDGES.

Degree: PhD, Civil, Environmental & Architectural Engineering, 2015, University of Kansas

 Distortion-induced fatigue damage is a common problem in steel girder bridges built prior to the mid-1980s.The University of Kansas has studied and developed several retrofit… (more)

Subjects/Keywords: Civil engineering

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APA (6th Edition):

Liu, H. (2015). A FINITE-ELEMENT-BASED APPROACH TO MODELING CRACKING & REPAIRS FOR DISTORTION-INDUCED FATIGUE IN STEEL BRIDGES. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/19401

Chicago Manual of Style (16th Edition):

Liu, Hao. “A FINITE-ELEMENT-BASED APPROACH TO MODELING CRACKING & REPAIRS FOR DISTORTION-INDUCED FATIGUE IN STEEL BRIDGES.” 2015. Doctoral Dissertation, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/19401.

MLA Handbook (7th Edition):

Liu, Hao. “A FINITE-ELEMENT-BASED APPROACH TO MODELING CRACKING & REPAIRS FOR DISTORTION-INDUCED FATIGUE IN STEEL BRIDGES.” 2015. Web. 17 Dec 2017.

Vancouver:

Liu H. A FINITE-ELEMENT-BASED APPROACH TO MODELING CRACKING & REPAIRS FOR DISTORTION-INDUCED FATIGUE IN STEEL BRIDGES. [Internet] [Doctoral dissertation]. University of Kansas; 2015. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/19401.

Council of Science Editors:

Liu H. A FINITE-ELEMENT-BASED APPROACH TO MODELING CRACKING & REPAIRS FOR DISTORTION-INDUCED FATIGUE IN STEEL BRIDGES. [Doctoral Dissertation]. University of Kansas; 2015. Available from: http://hdl.handle.net/1808/19401


University of Kansas

6. Corey, Ryan A. Protection of Buried Flexible Pipes with a Geosynthetic: Experimental and Numerical Studies.

Degree: D.Eng., Civil, Environmental & Architectural Engineering, 2015, University of Kansas

 Geosynthetic materials have been used in a wide variety of ways to enhance the performance of buried pipes and conduits. Attenuation of surface loads to… (more)

Subjects/Keywords: Civil engineering; Geosynthetics; Numerical; Pipe; Protection

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APA (6th Edition):

Corey, R. A. (2015). Protection of Buried Flexible Pipes with a Geosynthetic: Experimental and Numerical Studies. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/19393

Chicago Manual of Style (16th Edition):

Corey, Ryan A. “Protection of Buried Flexible Pipes with a Geosynthetic: Experimental and Numerical Studies.” 2015. Doctoral Dissertation, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/19393.

MLA Handbook (7th Edition):

Corey, Ryan A. “Protection of Buried Flexible Pipes with a Geosynthetic: Experimental and Numerical Studies.” 2015. Web. 17 Dec 2017.

Vancouver:

Corey RA. Protection of Buried Flexible Pipes with a Geosynthetic: Experimental and Numerical Studies. [Internet] [Doctoral dissertation]. University of Kansas; 2015. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/19393.

Council of Science Editors:

Corey RA. Protection of Buried Flexible Pipes with a Geosynthetic: Experimental and Numerical Studies. [Doctoral Dissertation]. University of Kansas; 2015. Available from: http://hdl.handle.net/1808/19393


University of Kansas

7. Lin, Cheng. Evaluation of Lateral Behavior of Pile-Supported Bridges under Scour Conditions.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2012, University of Kansas

 Scour is the removal of soils in the vicinity of bridge foundations, resulting in a reduced capacity of the foundations, which may lead to a… (more)

Subjects/Keywords: Civil engineering

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APA (6th Edition):

Lin, C. (2012). Evaluation of Lateral Behavior of Pile-Supported Bridges under Scour Conditions. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/9834

Chicago Manual of Style (16th Edition):

Lin, Cheng. “Evaluation of Lateral Behavior of Pile-Supported Bridges under Scour Conditions.” 2012. Doctoral Dissertation, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/9834.

MLA Handbook (7th Edition):

Lin, Cheng. “Evaluation of Lateral Behavior of Pile-Supported Bridges under Scour Conditions.” 2012. Web. 17 Dec 2017.

Vancouver:

Lin C. Evaluation of Lateral Behavior of Pile-Supported Bridges under Scour Conditions. [Internet] [Doctoral dissertation]. University of Kansas; 2012. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/9834.

Council of Science Editors:

Lin C. Evaluation of Lateral Behavior of Pile-Supported Bridges under Scour Conditions. [Doctoral Dissertation]. University of Kansas; 2012. Available from: http://hdl.handle.net/1808/9834


University of Kansas

8. McElrath, Kathleen Suzanne. Field, Laboratory, and Analytical Investigation of Angles-with-Plate Retrofit for Distortion-Induced Fatigue in Steel Bridges.

Degree: PhD, Civil, Environmental & Architectural Engineering, 2015, University of Kansas

 Prior to the mid-1980s, steel girder bridges were designed with a detail susceptible to distortion-induced fatigue cracking. While a number of retrofit measures have been… (more)

Subjects/Keywords: Civil engineering

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APA (6th Edition):

McElrath, K. S. (2015). Field, Laboratory, and Analytical Investigation of Angles-with-Plate Retrofit for Distortion-Induced Fatigue in Steel Bridges. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/20980

Chicago Manual of Style (16th Edition):

McElrath, Kathleen Suzanne. “Field, Laboratory, and Analytical Investigation of Angles-with-Plate Retrofit for Distortion-Induced Fatigue in Steel Bridges.” 2015. Doctoral Dissertation, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/20980.

MLA Handbook (7th Edition):

McElrath, Kathleen Suzanne. “Field, Laboratory, and Analytical Investigation of Angles-with-Plate Retrofit for Distortion-Induced Fatigue in Steel Bridges.” 2015. Web. 17 Dec 2017.

Vancouver:

McElrath KS. Field, Laboratory, and Analytical Investigation of Angles-with-Plate Retrofit for Distortion-Induced Fatigue in Steel Bridges. [Internet] [Doctoral dissertation]. University of Kansas; 2015. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/20980.

Council of Science Editors:

McElrath KS. Field, Laboratory, and Analytical Investigation of Angles-with-Plate Retrofit for Distortion-Induced Fatigue in Steel Bridges. [Doctoral Dissertation]. University of Kansas; 2015. Available from: http://hdl.handle.net/1808/20980

9. Gangel, Regan Elisabeth. Use of CFRP Overlays to Repair Fatigue Damage in Steel Bridge Girders and Components.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2012, University of Kansas

 Fatigue damage in steel girder bridges built prior to the mid-1980s is common due to distortion-induced fatigue. Different repair techniques have been developed and implemented… (more)

Subjects/Keywords: Civil engineering; Engineering; Fatigue

…Transportation University of Kansas Transportation Research Institute Load and Resistance Factor Design… …Assistant, University of Kansas, 1530 W. 15th St., Lawrence KS, 66045 Regan Gangel, Graduate… …Research Assistant, University of Kansas, 1530 W. 15th St., Lawrence KS, 66045 3 Adolfo Matamoros… …PhD, Associate Professor, University of Kansas, 1530 W. 15th St., Lawrence KS, 66045 4… …Caroline Bennett, PhD, Assistant Professor, University of Kansas, 1530 W. 15th St., Lawrence KS… 

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APA (6th Edition):

Gangel, R. E. (2012). Use of CFRP Overlays to Repair Fatigue Damage in Steel Bridge Girders and Components. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/9823

Chicago Manual of Style (16th Edition):

Gangel, Regan Elisabeth. “Use of CFRP Overlays to Repair Fatigue Damage in Steel Bridge Girders and Components.” 2012. Masters Thesis, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/9823.

MLA Handbook (7th Edition):

Gangel, Regan Elisabeth. “Use of CFRP Overlays to Repair Fatigue Damage in Steel Bridge Girders and Components.” 2012. Web. 17 Dec 2017.

Vancouver:

Gangel RE. Use of CFRP Overlays to Repair Fatigue Damage in Steel Bridge Girders and Components. [Internet] [Masters thesis]. University of Kansas; 2012. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/9823.

Council of Science Editors:

Gangel RE. Use of CFRP Overlays to Repair Fatigue Damage in Steel Bridge Girders and Components. [Masters Thesis]. University of Kansas; 2012. Available from: http://hdl.handle.net/1808/9823

10. Nagati, Amr Daniel. Repair of Steel Bridge Girders Damaged by Distortion-Induced Fatigue.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2012, University of Kansas

 Several studies have identified distortion-induced fatigue as the leading cause of cracks in steel bridges built prior to the mid-1980s. Experimental and computer simulations of… (more)

Subjects/Keywords: Civil engineering; Bridge; Cfrp; Distortion; Fatigue; Load cell; Retrofit

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APA (6th Edition):

Nagati, A. D. (2012). Repair of Steel Bridge Girders Damaged by Distortion-Induced Fatigue. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/10194

Chicago Manual of Style (16th Edition):

Nagati, Amr Daniel. “Repair of Steel Bridge Girders Damaged by Distortion-Induced Fatigue.” 2012. Masters Thesis, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/10194.

MLA Handbook (7th Edition):

Nagati, Amr Daniel. “Repair of Steel Bridge Girders Damaged by Distortion-Induced Fatigue.” 2012. Web. 17 Dec 2017.

Vancouver:

Nagati AD. Repair of Steel Bridge Girders Damaged by Distortion-Induced Fatigue. [Internet] [Masters thesis]. University of Kansas; 2012. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/10194.

Council of Science Editors:

Nagati AD. Repair of Steel Bridge Girders Damaged by Distortion-Induced Fatigue. [Masters Thesis]. University of Kansas; 2012. Available from: http://hdl.handle.net/1808/10194

11. Simmons, Gary Gene. Fatigue Enhancement of Undersized, Drilled Crack-Arrest Holes.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2013, University of Kansas

 Fatigue cracks occur in steel bridges from repeated loads. If allowed to continue to grow, eventually the fatigue cracks will require either expensive repairs or… (more)

Subjects/Keywords: Civil engineering; Crack-arrest holes; Distortion induce fatigue; Fatigue; Ultrasonic vibration

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APA (6th Edition):

Simmons, G. G. (2013). Fatigue Enhancement of Undersized, Drilled Crack-Arrest Holes. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/12961

Chicago Manual of Style (16th Edition):

Simmons, Gary Gene. “Fatigue Enhancement of Undersized, Drilled Crack-Arrest Holes.” 2013. Doctoral Dissertation, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/12961.

MLA Handbook (7th Edition):

Simmons, Gary Gene. “Fatigue Enhancement of Undersized, Drilled Crack-Arrest Holes.” 2013. Web. 17 Dec 2017.

Vancouver:

Simmons GG. Fatigue Enhancement of Undersized, Drilled Crack-Arrest Holes. [Internet] [Doctoral dissertation]. University of Kansas; 2013. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/12961.

Council of Science Editors:

Simmons GG. Fatigue Enhancement of Undersized, Drilled Crack-Arrest Holes. [Doctoral Dissertation]. University of Kansas; 2013. Available from: http://hdl.handle.net/1808/12961

12. Hartman, Amanda. Analytical and Experimental Investigation for Distortion-Induced Fatigue in Steel Bridges.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2013, University of Kansas

 Distortion-induced fatigue has been extensively studied; however, retrofit techniques currently used are expensive and/or time consuming to implement. These retrofit techniques primarily fall into two… (more)

Subjects/Keywords: Civil engineering; Distortion-induced fatigue; Steel bridge retrofits

University of Kansas, 1530 W. 15th St., Lawrence, KS 66045 1 Amanda S. Hartman, Graduate Research… …Assistant 4 Caroline R. Bennett, PhD, Assistant Professor, University of Kansas, [email protected] 5… …Adolfo B. Matamoros, PhD, Associate Professor, University of Kansas, [email protected] 6 Stanley T… …Rolfe, PhD, A.P. Learned Distinguished Professor, University of Kansas, [email protected] -2… 

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APA (6th Edition):

Hartman, A. (2013). Analytical and Experimental Investigation for Distortion-Induced Fatigue in Steel Bridges. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/12161

Chicago Manual of Style (16th Edition):

Hartman, Amanda. “Analytical and Experimental Investigation for Distortion-Induced Fatigue in Steel Bridges.” 2013. Doctoral Dissertation, University of Kansas. Accessed December 17, 2017. http://hdl.handle.net/1808/12161.

MLA Handbook (7th Edition):

Hartman, Amanda. “Analytical and Experimental Investigation for Distortion-Induced Fatigue in Steel Bridges.” 2013. Web. 17 Dec 2017.

Vancouver:

Hartman A. Analytical and Experimental Investigation for Distortion-Induced Fatigue in Steel Bridges. [Internet] [Doctoral dissertation]. University of Kansas; 2013. [cited 2017 Dec 17]. Available from: http://hdl.handle.net/1808/12161.

Council of Science Editors:

Hartman A. Analytical and Experimental Investigation for Distortion-Induced Fatigue in Steel Bridges. [Doctoral Dissertation]. University of Kansas; 2013. Available from: http://hdl.handle.net/1808/12161

.