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You searched for +publisher:"University of Akron" +contributor:("Menzemer, Craig"). Showing records 1 – 25 of 25 total matches.

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University of Akron

1. Cinnam, Vikas Kumar, Cinnam. GRILLAGE ANALYSIS OF HEAVY-DUTY RIVETED STEEL GRATINGS.

Degree: MS, Civil Engineering, 2018, University of Akron

 A heavy-duty riveted steel grating is a lightweight and easy to install open grid bridge deck system used primarily in movable bridges. These systems may… (more)

Subjects/Keywords: Civil Engineering; Steel Riveted Gratings, Grillage Analysis, Static Testing

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APA (6th Edition):

Cinnam, Vikas Kumar, C. (2018). GRILLAGE ANALYSIS OF HEAVY-DUTY RIVETED STEEL GRATINGS. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1525796487234452

Chicago Manual of Style (16th Edition):

Cinnam, Vikas Kumar, Cinnam. “GRILLAGE ANALYSIS OF HEAVY-DUTY RIVETED STEEL GRATINGS.” 2018. Masters Thesis, University of Akron. Accessed October 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1525796487234452.

MLA Handbook (7th Edition):

Cinnam, Vikas Kumar, Cinnam. “GRILLAGE ANALYSIS OF HEAVY-DUTY RIVETED STEEL GRATINGS.” 2018. Web. 14 Oct 2019.

Vancouver:

Cinnam, Vikas Kumar C. GRILLAGE ANALYSIS OF HEAVY-DUTY RIVETED STEEL GRATINGS. [Internet] [Masters thesis]. University of Akron; 2018. [cited 2019 Oct 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1525796487234452.

Council of Science Editors:

Cinnam, Vikas Kumar C. GRILLAGE ANALYSIS OF HEAVY-DUTY RIVETED STEEL GRATINGS. [Masters Thesis]. University of Akron; 2018. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1525796487234452


University of Akron

2. McCann, Robert K. Loading Capacity of Massillon Steel Joist and Truscon Steel Joist.

Degree: MSin Engineering, Civil Engineering, 2017, University of Akron

 A section of a Massillon steel joist and a section of a Truscon steel joist were donated to the engineering department at The University of… (more)

Subjects/Keywords: Civil Engineering; Massillon; joist; truscon; Macomber; Abaqus

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APA (6th Edition):

McCann, R. K. (2017). Loading Capacity of Massillon Steel Joist and Truscon Steel Joist. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1494286003564687

Chicago Manual of Style (16th Edition):

McCann, Robert K. “Loading Capacity of Massillon Steel Joist and Truscon Steel Joist.” 2017. Masters Thesis, University of Akron. Accessed October 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1494286003564687.

MLA Handbook (7th Edition):

McCann, Robert K. “Loading Capacity of Massillon Steel Joist and Truscon Steel Joist.” 2017. Web. 14 Oct 2019.

Vancouver:

McCann RK. Loading Capacity of Massillon Steel Joist and Truscon Steel Joist. [Internet] [Masters thesis]. University of Akron; 2017. [cited 2019 Oct 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1494286003564687.

Council of Science Editors:

McCann RK. Loading Capacity of Massillon Steel Joist and Truscon Steel Joist. [Masters Thesis]. University of Akron; 2017. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1494286003564687


University of Akron

3. Arthur, Godwin Addiah. Investigation of The Failure Mechanism and Moment Capacity Prediction in a Ten Bolt Flush End Plate Moment Connection.

Degree: MS, Civil Engineering, 2010, University of Akron

 Moment end plate connections have found their usage in a number of applications and extensive research has been done on smaller capacity connections of such… (more)

Subjects/Keywords: Civil Engineering; steel; moment connections; flush end plate connections; failure mechanism

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APA (6th Edition):

Arthur, G. A. (2010). Investigation of The Failure Mechanism and Moment Capacity Prediction in a Ten Bolt Flush End Plate Moment Connection. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1279715068

Chicago Manual of Style (16th Edition):

Arthur, Godwin Addiah. “Investigation of The Failure Mechanism and Moment Capacity Prediction in a Ten Bolt Flush End Plate Moment Connection.” 2010. Masters Thesis, University of Akron. Accessed October 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1279715068.

MLA Handbook (7th Edition):

Arthur, Godwin Addiah. “Investigation of The Failure Mechanism and Moment Capacity Prediction in a Ten Bolt Flush End Plate Moment Connection.” 2010. Web. 14 Oct 2019.

Vancouver:

Arthur GA. Investigation of The Failure Mechanism and Moment Capacity Prediction in a Ten Bolt Flush End Plate Moment Connection. [Internet] [Masters thesis]. University of Akron; 2010. [cited 2019 Oct 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1279715068.

Council of Science Editors:

Arthur GA. Investigation of The Failure Mechanism and Moment Capacity Prediction in a Ten Bolt Flush End Plate Moment Connection. [Masters Thesis]. University of Akron; 2010. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1279715068


University of Akron

4. McDonnell, Thomas Francis. EFFECT OF MINERAL ADMIXTURES AND COARSE AGGREGATE SIZE ON COMPRESSIVE STRENGTH AND FREEZE-THAW RESISTANCE OF PORTLAND CEMENT CONCRETE.

Degree: MS, Civil Engineering, 2007, University of Akron

 The Ohio Department of Transportation (ODOT) has developed a series of portland cement concrete mix designs for use on all infrastructure projects throughout the state.… (more)

Subjects/Keywords: Engineering, Civil; mix designs; COARSE AGGREGATE; COMPRESSIVE STRENGTH; CONCRETE; mix; FREEZE-THAW; ODOT

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APA (6th Edition):

McDonnell, T. F. (2007). EFFECT OF MINERAL ADMIXTURES AND COARSE AGGREGATE SIZE ON COMPRESSIVE STRENGTH AND FREEZE-THAW RESISTANCE OF PORTLAND CEMENT CONCRETE. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1177510051

Chicago Manual of Style (16th Edition):

McDonnell, Thomas Francis. “EFFECT OF MINERAL ADMIXTURES AND COARSE AGGREGATE SIZE ON COMPRESSIVE STRENGTH AND FREEZE-THAW RESISTANCE OF PORTLAND CEMENT CONCRETE.” 2007. Masters Thesis, University of Akron. Accessed October 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1177510051.

MLA Handbook (7th Edition):

McDonnell, Thomas Francis. “EFFECT OF MINERAL ADMIXTURES AND COARSE AGGREGATE SIZE ON COMPRESSIVE STRENGTH AND FREEZE-THAW RESISTANCE OF PORTLAND CEMENT CONCRETE.” 2007. Web. 14 Oct 2019.

Vancouver:

McDonnell TF. EFFECT OF MINERAL ADMIXTURES AND COARSE AGGREGATE SIZE ON COMPRESSIVE STRENGTH AND FREEZE-THAW RESISTANCE OF PORTLAND CEMENT CONCRETE. [Internet] [Masters thesis]. University of Akron; 2007. [cited 2019 Oct 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1177510051.

Council of Science Editors:

McDonnell TF. EFFECT OF MINERAL ADMIXTURES AND COARSE AGGREGATE SIZE ON COMPRESSIVE STRENGTH AND FREEZE-THAW RESISTANCE OF PORTLAND CEMENT CONCRETE. [Masters Thesis]. University of Akron; 2007. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1177510051


University of Akron

5. May, James E. Non-Linear Control of Long, Flexible Structures Employing Inter-Modal Energy Transfer [Modal Damping].

Degree: PhD, Civil Engineering, 2009, University of Akron

 In the not too distant past, the design philosophy for tall civil structures could be summarized as LARGE MASS-LARGE STIFFNESS. The information age has brought… (more)

Subjects/Keywords: Civil Engineering; Engineering; Systems Design; structural vibration control; non-linear; modal damping; modal energy transfer; tall flexible structures

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APA (6th Edition):

May, J. E. (2009). Non-Linear Control of Long, Flexible Structures Employing Inter-Modal Energy Transfer [Modal Damping]. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1247711518

Chicago Manual of Style (16th Edition):

May, James E. “Non-Linear Control of Long, Flexible Structures Employing Inter-Modal Energy Transfer [Modal Damping].” 2009. Doctoral Dissertation, University of Akron. Accessed October 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1247711518.

MLA Handbook (7th Edition):

May, James E. “Non-Linear Control of Long, Flexible Structures Employing Inter-Modal Energy Transfer [Modal Damping].” 2009. Web. 14 Oct 2019.

Vancouver:

May JE. Non-Linear Control of Long, Flexible Structures Employing Inter-Modal Energy Transfer [Modal Damping]. [Internet] [Doctoral dissertation]. University of Akron; 2009. [cited 2019 Oct 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1247711518.

Council of Science Editors:

May JE. Non-Linear Control of Long, Flexible Structures Employing Inter-Modal Energy Transfer [Modal Damping]. [Doctoral Dissertation]. University of Akron; 2009. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1247711518


University of Akron

6. Deliwala, Jigar Kiritkumar. AN INVESTIGATION OF THE EXTRINSIC FACTORS AFFECTING THE PULLOUT STRENGTH OF ALUMINUM ALLOY EXTRUSIONS.

Degree: MS, Civil Engineering, 2007, University of Akron

 The current research consists of experiments on the pullout strength of the screw-slot extrusions to understand the factors affecting it. Four different kinds of extrusions… (more)

Subjects/Keywords: Engineering, Civil; ALUMINUM ALLOY EXTRUSIONS; PULLOUT STRENGTH; EXTRINSIC FACTORS

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APA (6th Edition):

Deliwala, J. K. (2007). AN INVESTIGATION OF THE EXTRINSIC FACTORS AFFECTING THE PULLOUT STRENGTH OF ALUMINUM ALLOY EXTRUSIONS. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1165336504

Chicago Manual of Style (16th Edition):

Deliwala, Jigar Kiritkumar. “AN INVESTIGATION OF THE EXTRINSIC FACTORS AFFECTING THE PULLOUT STRENGTH OF ALUMINUM ALLOY EXTRUSIONS.” 2007. Masters Thesis, University of Akron. Accessed October 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1165336504.

MLA Handbook (7th Edition):

Deliwala, Jigar Kiritkumar. “AN INVESTIGATION OF THE EXTRINSIC FACTORS AFFECTING THE PULLOUT STRENGTH OF ALUMINUM ALLOY EXTRUSIONS.” 2007. Web. 14 Oct 2019.

Vancouver:

Deliwala JK. AN INVESTIGATION OF THE EXTRINSIC FACTORS AFFECTING THE PULLOUT STRENGTH OF ALUMINUM ALLOY EXTRUSIONS. [Internet] [Masters thesis]. University of Akron; 2007. [cited 2019 Oct 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1165336504.

Council of Science Editors:

Deliwala JK. AN INVESTIGATION OF THE EXTRINSIC FACTORS AFFECTING THE PULLOUT STRENGTH OF ALUMINUM ALLOY EXTRUSIONS. [Masters Thesis]. University of Akron; 2007. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1165336504


University of Akron

7. Schlatter, Clark Robert. Fatigue Behavior of the Reinforced Electrical AccessHole in Aluminum Light Support Structures.

Degree: MSin Engineering, Civil Engineering, 2017, University of Akron

 Aluminum light poles are constructed from extruded aluminum tube in order to minimize the use of material. This in turn makes the pole lighter and… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Schlatter, C. R. (2017). Fatigue Behavior of the Reinforced Electrical AccessHole in Aluminum Light Support Structures. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1490359262398947

Chicago Manual of Style (16th Edition):

Schlatter, Clark Robert. “Fatigue Behavior of the Reinforced Electrical AccessHole in Aluminum Light Support Structures.” 2017. Masters Thesis, University of Akron. Accessed October 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1490359262398947.

MLA Handbook (7th Edition):

Schlatter, Clark Robert. “Fatigue Behavior of the Reinforced Electrical AccessHole in Aluminum Light Support Structures.” 2017. Web. 14 Oct 2019.

Vancouver:

Schlatter CR. Fatigue Behavior of the Reinforced Electrical AccessHole in Aluminum Light Support Structures. [Internet] [Masters thesis]. University of Akron; 2017. [cited 2019 Oct 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1490359262398947.

Council of Science Editors:

Schlatter CR. Fatigue Behavior of the Reinforced Electrical AccessHole in Aluminum Light Support Structures. [Masters Thesis]. University of Akron; 2017. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1490359262398947


University of Akron

8. Natsheh, Sufian H. Design of stainless-steel and aluminum slide gates based on a combined analytical and finite element approach.

Degree: MSin Engineering, Civil Engineering, 2018, University of Akron

 Slide gates, also known as sluice gates, are commonly used in treatment plants and water channels to control water flow under different conditions (depth, size,… (more)

Subjects/Keywords: Civil Engineering; Slide gate; sluice; corrosion

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APA (6th Edition):

Natsheh, S. H. (2018). Design of stainless-steel and aluminum slide gates based on a combined analytical and finite element approach. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron153304437502477

Chicago Manual of Style (16th Edition):

Natsheh, Sufian H. “Design of stainless-steel and aluminum slide gates based on a combined analytical and finite element approach.” 2018. Masters Thesis, University of Akron. Accessed October 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron153304437502477.

MLA Handbook (7th Edition):

Natsheh, Sufian H. “Design of stainless-steel and aluminum slide gates based on a combined analytical and finite element approach.” 2018. Web. 14 Oct 2019.

Vancouver:

Natsheh SH. Design of stainless-steel and aluminum slide gates based on a combined analytical and finite element approach. [Internet] [Masters thesis]. University of Akron; 2018. [cited 2019 Oct 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron153304437502477.

Council of Science Editors:

Natsheh SH. Design of stainless-steel and aluminum slide gates based on a combined analytical and finite element approach. [Masters Thesis]. University of Akron; 2018. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron153304437502477


University of Akron

9. Daneshkhah, Ali Reza. Behavior of Welded Aluminum Light-pole Details near Fatigue Limit.

Degree: PhD, Civil Engineering, 2019, University of Akron

 Welded aluminum light-poles are frequently used along highways and in industrial service applications including parking lots, harbors, stadiums, etc… Cantilevered light-poles are lightly damped, slender… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Daneshkhah, A. R. (2019). Behavior of Welded Aluminum Light-pole Details near Fatigue Limit. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1552647484151581

Chicago Manual of Style (16th Edition):

Daneshkhah, Ali Reza. “Behavior of Welded Aluminum Light-pole Details near Fatigue Limit.” 2019. Doctoral Dissertation, University of Akron. Accessed October 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1552647484151581.

MLA Handbook (7th Edition):

Daneshkhah, Ali Reza. “Behavior of Welded Aluminum Light-pole Details near Fatigue Limit.” 2019. Web. 14 Oct 2019.

Vancouver:

Daneshkhah AR. Behavior of Welded Aluminum Light-pole Details near Fatigue Limit. [Internet] [Doctoral dissertation]. University of Akron; 2019. [cited 2019 Oct 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1552647484151581.

Council of Science Editors:

Daneshkhah AR. Behavior of Welded Aluminum Light-pole Details near Fatigue Limit. [Doctoral Dissertation]. University of Akron; 2019. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1552647484151581


University of Akron

10. Rusnak, Cameron Robert. FATIGUE BEHAVIOR IN REINFORCED ELECTRICAL ACCESS HOLES IN ALUMINUM LIGHT SUPPORT STRUCTURES.

Degree: MSin Engineering, Civil Engineering, 2019, University of Akron

 Aluminum light poles come in various shapes and sizes. These poles can vary in length and diameter, as well as the location of electrical access… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Rusnak, C. R. (2019). FATIGUE BEHAVIOR IN REINFORCED ELECTRICAL ACCESS HOLES IN ALUMINUM LIGHT SUPPORT STRUCTURES. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1563273058988219

Chicago Manual of Style (16th Edition):

Rusnak, Cameron Robert. “FATIGUE BEHAVIOR IN REINFORCED ELECTRICAL ACCESS HOLES IN ALUMINUM LIGHT SUPPORT STRUCTURES.” 2019. Masters Thesis, University of Akron. Accessed October 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1563273058988219.

MLA Handbook (7th Edition):

Rusnak, Cameron Robert. “FATIGUE BEHAVIOR IN REINFORCED ELECTRICAL ACCESS HOLES IN ALUMINUM LIGHT SUPPORT STRUCTURES.” 2019. Web. 14 Oct 2019.

Vancouver:

Rusnak CR. FATIGUE BEHAVIOR IN REINFORCED ELECTRICAL ACCESS HOLES IN ALUMINUM LIGHT SUPPORT STRUCTURES. [Internet] [Masters thesis]. University of Akron; 2019. [cited 2019 Oct 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1563273058988219.

Council of Science Editors:

Rusnak CR. FATIGUE BEHAVIOR IN REINFORCED ELECTRICAL ACCESS HOLES IN ALUMINUM LIGHT SUPPORT STRUCTURES. [Masters Thesis]. University of Akron; 2019. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1563273058988219


University of Akron

11. Hurtuk, Therese M. Investigating and Understanding the Behavior of a Titanium Alloy Gusset Plate Under Block Shear.

Degree: MSin Engineering, Civil Engineering, 2011, University of Akron

 The need for infrastructure improvements is an increasing problem in the United States that cannot be ignored. Devastating events, such as the Minnesota I-35W bridge… (more)

Subjects/Keywords: Engineering; TITANIUM

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APA (6th Edition):

Hurtuk, T. M. (2011). Investigating and Understanding the Behavior of a Titanium Alloy Gusset Plate Under Block Shear. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1312858731

Chicago Manual of Style (16th Edition):

Hurtuk, Therese M. “Investigating and Understanding the Behavior of a Titanium Alloy Gusset Plate Under Block Shear.” 2011. Masters Thesis, University of Akron. Accessed October 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1312858731.

MLA Handbook (7th Edition):

Hurtuk, Therese M. “Investigating and Understanding the Behavior of a Titanium Alloy Gusset Plate Under Block Shear.” 2011. Web. 14 Oct 2019.

Vancouver:

Hurtuk TM. Investigating and Understanding the Behavior of a Titanium Alloy Gusset Plate Under Block Shear. [Internet] [Masters thesis]. University of Akron; 2011. [cited 2019 Oct 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1312858731.

Council of Science Editors:

Hurtuk TM. Investigating and Understanding the Behavior of a Titanium Alloy Gusset Plate Under Block Shear. [Masters Thesis]. University of Akron; 2011. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1312858731


University of Akron

12. Tinl, Nicholas E. An Investigation of the Bearing Strength of Bolted Connections in Aluminum and Titanium Alloys.

Degree: MSin Engineering, Civil Engineering, 2011, University of Akron

 Bolted connections are one of the most common methods by which loadsare transmitted between metal structural elements. Because of this, being able to predict the… (more)

Subjects/Keywords: Aerospace Materials; Civil Engineering; Mechanical Engineering; Mechanics; titanium alloy; aluminum alloy; bolt bearing behavior; bolted connections; tear-out failure

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APA (6th Edition):

Tinl, N. E. (2011). An Investigation of the Bearing Strength of Bolted Connections in Aluminum and Titanium Alloys. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1322506214

Chicago Manual of Style (16th Edition):

Tinl, Nicholas E. “An Investigation of the Bearing Strength of Bolted Connections in Aluminum and Titanium Alloys.” 2011. Masters Thesis, University of Akron. Accessed October 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1322506214.

MLA Handbook (7th Edition):

Tinl, Nicholas E. “An Investigation of the Bearing Strength of Bolted Connections in Aluminum and Titanium Alloys.” 2011. Web. 14 Oct 2019.

Vancouver:

Tinl NE. An Investigation of the Bearing Strength of Bolted Connections in Aluminum and Titanium Alloys. [Internet] [Masters thesis]. University of Akron; 2011. [cited 2019 Oct 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1322506214.

Council of Science Editors:

Tinl NE. An Investigation of the Bearing Strength of Bolted Connections in Aluminum and Titanium Alloys. [Masters Thesis]. University of Akron; 2011. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1322506214


University of Akron

13. Ruggeri, Charles R. High Strain Rate Data Acquisition of 2D Braided Composite Substructures.

Degree: MSin Engineering, Civil Engineering, 2009, University of Akron

  The objective of this research was to establish a test methodology to characterize dynamic properties for 2D tri-axial braided composites under impact conditions for… (more)

Subjects/Keywords: Aerospace Materials; 2D tri-axial braided composites; impact; jet engine containment structures; gelatin projectile; digital image correlation

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APA (6th Edition):

Ruggeri, C. R. (2009). High Strain Rate Data Acquisition of 2D Braided Composite Substructures. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1255968114

Chicago Manual of Style (16th Edition):

Ruggeri, Charles R. “High Strain Rate Data Acquisition of 2D Braided Composite Substructures.” 2009. Masters Thesis, University of Akron. Accessed October 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1255968114.

MLA Handbook (7th Edition):

Ruggeri, Charles R. “High Strain Rate Data Acquisition of 2D Braided Composite Substructures.” 2009. Web. 14 Oct 2019.

Vancouver:

Ruggeri CR. High Strain Rate Data Acquisition of 2D Braided Composite Substructures. [Internet] [Masters thesis]. University of Akron; 2009. [cited 2019 Oct 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1255968114.

Council of Science Editors:

Ruggeri CR. High Strain Rate Data Acquisition of 2D Braided Composite Substructures. [Masters Thesis]. University of Akron; 2009. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1255968114


University of Akron

14. Smolk, Jasen J. The Design and Development of Low Profile Leaf Springs Through the Utilization of Geometry and Material Changes for Paper Handling Applications of Automated Teller Machines.

Degree: MS, Mechanical Engineering, 2008, University of Akron

  The automated banking industry, especially deposit automation, is rapidly evolving. One aspect of deposit automation includes automatic check processing modules. These are modules capable… (more)

Subjects/Keywords: Engineering; Mechanical Engineering; leaf springs; paper handling

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APA (6th Edition):

Smolk, J. J. (2008). The Design and Development of Low Profile Leaf Springs Through the Utilization of Geometry and Material Changes for Paper Handling Applications of Automated Teller Machines. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1216780013

Chicago Manual of Style (16th Edition):

Smolk, Jasen J. “The Design and Development of Low Profile Leaf Springs Through the Utilization of Geometry and Material Changes for Paper Handling Applications of Automated Teller Machines.” 2008. Masters Thesis, University of Akron. Accessed October 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1216780013.

MLA Handbook (7th Edition):

Smolk, Jasen J. “The Design and Development of Low Profile Leaf Springs Through the Utilization of Geometry and Material Changes for Paper Handling Applications of Automated Teller Machines.” 2008. Web. 14 Oct 2019.

Vancouver:

Smolk JJ. The Design and Development of Low Profile Leaf Springs Through the Utilization of Geometry and Material Changes for Paper Handling Applications of Automated Teller Machines. [Internet] [Masters thesis]. University of Akron; 2008. [cited 2019 Oct 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1216780013.

Council of Science Editors:

Smolk JJ. The Design and Development of Low Profile Leaf Springs Through the Utilization of Geometry and Material Changes for Paper Handling Applications of Automated Teller Machines. [Masters Thesis]. University of Akron; 2008. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1216780013


University of Akron

15. Fox, Elijah D. Residual Ultimate Buckling Strength of Steel Stiffened Panels Subjected to Corrosion Damage.

Degree: MSin Engineering, Civil Engineering, 2017, University of Akron

 Corrosion is a naturally occurring electro-chemical process that causes damage in the form of surface material deterioration on metal structures. In many industries, particularly naval… (more)

Subjects/Keywords: Civil Engineering; Engineering; A-572 steel, uniform corrosion, pitting corrosion, grooving corrosion, axial compression, lateral pressure, stiffened panel, FEA, combined loading

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APA (6th Edition):

Fox, E. D. (2017). Residual Ultimate Buckling Strength of Steel Stiffened Panels Subjected to Corrosion Damage. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1493987459107873

Chicago Manual of Style (16th Edition):

Fox, Elijah D. “Residual Ultimate Buckling Strength of Steel Stiffened Panels Subjected to Corrosion Damage.” 2017. Masters Thesis, University of Akron. Accessed October 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1493987459107873.

MLA Handbook (7th Edition):

Fox, Elijah D. “Residual Ultimate Buckling Strength of Steel Stiffened Panels Subjected to Corrosion Damage.” 2017. Web. 14 Oct 2019.

Vancouver:

Fox ED. Residual Ultimate Buckling Strength of Steel Stiffened Panels Subjected to Corrosion Damage. [Internet] [Masters thesis]. University of Akron; 2017. [cited 2019 Oct 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1493987459107873.

Council of Science Editors:

Fox ED. Residual Ultimate Buckling Strength of Steel Stiffened Panels Subjected to Corrosion Damage. [Masters Thesis]. University of Akron; 2017. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1493987459107873

16. Arthur, Godwin Addiah. Fatigue Behavior and Design of Heavy Duty Riveted Steel Gratings in Bridge Decks.

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

 A heavy duty riveted steel grating is an open grid deck system used in movable bridge construction and rehabilitation projects. They are lightweight and easy… (more)

Subjects/Keywords: Civil Engineering; Design; Engineering; Mechanical Engineering; Fatigue behavior; open grid decks; heavy duty riveted steel gratings; Grating Design

…research is part of a comprehensive program underway at the University of Akron with the… …programs involved static testing of riveted gratings at the University of Akron and are described… 

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APA (6th Edition):

Arthur, G. A. (2014). Fatigue Behavior and Design of Heavy Duty Riveted Steel Gratings in Bridge Decks. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1417461847

Chicago Manual of Style (16th Edition):

Arthur, Godwin Addiah. “Fatigue Behavior and Design of Heavy Duty Riveted Steel Gratings in Bridge Decks.” 2014. Doctoral Dissertation, University of Akron. Accessed October 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1417461847.

MLA Handbook (7th Edition):

Arthur, Godwin Addiah. “Fatigue Behavior and Design of Heavy Duty Riveted Steel Gratings in Bridge Decks.” 2014. Web. 14 Oct 2019.

Vancouver:

Arthur GA. Fatigue Behavior and Design of Heavy Duty Riveted Steel Gratings in Bridge Decks. [Internet] [Doctoral dissertation]. University of Akron; 2014. [cited 2019 Oct 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1417461847.

Council of Science Editors:

Arthur GA. Fatigue Behavior and Design of Heavy Duty Riveted Steel Gratings in Bridge Decks. [Doctoral Dissertation]. University of Akron; 2014. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1417461847

17. Alansary, Yasser Abdo. PREDICTION OF FATIGUE CRACK NEAR-THRESHOLD CENSORED REGRESSIONS WITH RUN-OUT DATA.

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

 The discussion is divided into two types of prediction. In the first type statistical models for fatigue life prediction for welded joints are discussed and… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Alansary, Y. A. (2014). PREDICTION OF FATIGUE CRACK NEAR-THRESHOLD CENSORED REGRESSIONS WITH RUN-OUT DATA. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1414502102

Chicago Manual of Style (16th Edition):

Alansary, Yasser Abdo. “PREDICTION OF FATIGUE CRACK NEAR-THRESHOLD CENSORED REGRESSIONS WITH RUN-OUT DATA.” 2014. Doctoral Dissertation, University of Akron. Accessed October 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1414502102.

MLA Handbook (7th Edition):

Alansary, Yasser Abdo. “PREDICTION OF FATIGUE CRACK NEAR-THRESHOLD CENSORED REGRESSIONS WITH RUN-OUT DATA.” 2014. Web. 14 Oct 2019.

Vancouver:

Alansary YA. PREDICTION OF FATIGUE CRACK NEAR-THRESHOLD CENSORED REGRESSIONS WITH RUN-OUT DATA. [Internet] [Doctoral dissertation]. University of Akron; 2014. [cited 2019 Oct 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1414502102.

Council of Science Editors:

Alansary YA. PREDICTION OF FATIGUE CRACK NEAR-THRESHOLD CENSORED REGRESSIONS WITH RUN-OUT DATA. [Doctoral Dissertation]. University of Akron; 2014. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1414502102

18. Hosseini, Maryam Sadat. Parametric Study of Fatigue in Light Pole Structures.

Degree: MSin Engineering, Civil Engineering, 2013, University of Akron

 ABSTRACTThe fatigue behavior of light pole structures under wind loadings (specifically, wind gust) were studied. Fatigue failures have occurred in luminaire structures as a result… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Hosseini, M. S. (2013). Parametric Study of Fatigue in Light Pole Structures. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1374530021

Chicago Manual of Style (16th Edition):

Hosseini, Maryam Sadat. “Parametric Study of Fatigue in Light Pole Structures.” 2013. Masters Thesis, University of Akron. Accessed October 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1374530021.

MLA Handbook (7th Edition):

Hosseini, Maryam Sadat. “Parametric Study of Fatigue in Light Pole Structures.” 2013. Web. 14 Oct 2019.

Vancouver:

Hosseini MS. Parametric Study of Fatigue in Light Pole Structures. [Internet] [Masters thesis]. University of Akron; 2013. [cited 2019 Oct 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1374530021.

Council of Science Editors:

Hosseini MS. Parametric Study of Fatigue in Light Pole Structures. [Masters Thesis]. University of Akron; 2013. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1374530021

19. Shohel, Muhammad Shah Newaz. Panting Fatigue of Welded Steel Tee Details.

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

 A total of thirty samples of A36 structural “T” were tested under fatigue loading. Of the thirty, ten samples were tested under panting fatigue conditions.… (more)

Subjects/Keywords: Engineering; Aerospace Engineering; Civil Engineering; Materials Science; Mathematics; Mechanical Engineering; Panting fatigue; welded steel T details; S-N curves; 2D and 3D stress intensity factor; ANSYS

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APA (6th Edition):

Shohel, M. S. N. (2015). Panting Fatigue of Welded Steel Tee Details. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1428328220

Chicago Manual of Style (16th Edition):

Shohel, Muhammad Shah Newaz. “Panting Fatigue of Welded Steel Tee Details.” 2015. Doctoral Dissertation, University of Akron. Accessed October 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1428328220.

MLA Handbook (7th Edition):

Shohel, Muhammad Shah Newaz. “Panting Fatigue of Welded Steel Tee Details.” 2015. Web. 14 Oct 2019.

Vancouver:

Shohel MSN. Panting Fatigue of Welded Steel Tee Details. [Internet] [Doctoral dissertation]. University of Akron; 2015. [cited 2019 Oct 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1428328220.

Council of Science Editors:

Shohel MSN. Panting Fatigue of Welded Steel Tee Details. [Doctoral Dissertation]. University of Akron; 2015. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1428328220

20. Hilty, Eric. Influence of Welding and Heat Treatment on Aluminum Alloys.

Degree: MSin Engineering, Civil Engineering, 2014, University of Akron

 The welding of structural materials, such as aluminum alloys 6063, 6061 and 6005A, does have an adverse influence on the microstructure and mechanical properties at… (more)

Subjects/Keywords: Engineering; Aluminum; Alloy; Properties; Microstructure; Fracture

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APA (6th Edition):

Hilty, E. (2014). Influence of Welding and Heat Treatment on Aluminum Alloys. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1396877051

Chicago Manual of Style (16th Edition):

Hilty, Eric. “Influence of Welding and Heat Treatment on Aluminum Alloys.” 2014. Masters Thesis, University of Akron. Accessed October 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1396877051.

MLA Handbook (7th Edition):

Hilty, Eric. “Influence of Welding and Heat Treatment on Aluminum Alloys.” 2014. Web. 14 Oct 2019.

Vancouver:

Hilty E. Influence of Welding and Heat Treatment on Aluminum Alloys. [Internet] [Masters thesis]. University of Akron; 2014. [cited 2019 Oct 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1396877051.

Council of Science Editors:

Hilty E. Influence of Welding and Heat Treatment on Aluminum Alloys. [Masters Thesis]. University of Akron; 2014. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1396877051


University of Akron

21. Lam, Daniel F. STRAIN CONCENTRATION AND TENSION DOMINATED STIFFENED AEROSPACE STRUCTURES.

Degree: MS, Mechanical Engineering, 2006, University of Akron

 Through the years, aerospace structural systems have progressively changed and incrementally evolved. These changes have resulted from the conjoint influence of weight and cost of… (more)

Subjects/Keywords: open hole; Average K-values; inch and widths; K-values; inch; widths; failure strain

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APA (6th Edition):

Lam, D. F. (2006). STRAIN CONCENTRATION AND TENSION DOMINATED STIFFENED AEROSPACE STRUCTURES. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1145393262

Chicago Manual of Style (16th Edition):

Lam, Daniel F. “STRAIN CONCENTRATION AND TENSION DOMINATED STIFFENED AEROSPACE STRUCTURES.” 2006. Masters Thesis, University of Akron. Accessed October 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1145393262.

MLA Handbook (7th Edition):

Lam, Daniel F. “STRAIN CONCENTRATION AND TENSION DOMINATED STIFFENED AEROSPACE STRUCTURES.” 2006. Web. 14 Oct 2019.

Vancouver:

Lam DF. STRAIN CONCENTRATION AND TENSION DOMINATED STIFFENED AEROSPACE STRUCTURES. [Internet] [Masters thesis]. University of Akron; 2006. [cited 2019 Oct 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1145393262.

Council of Science Editors:

Lam DF. STRAIN CONCENTRATION AND TENSION DOMINATED STIFFENED AEROSPACE STRUCTURES. [Masters Thesis]. University of Akron; 2006. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1145393262


University of Akron

22. Brunot, Douglas Clair. SPECIFICATION RECOMMENDATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS.

Degree: MS, Civil Engineering, 2006, University of Akron

Specification recommendations for the improvement of the AASHTO Standard Specification for Highway Signs, Luminaires, and Traffic Signals. The Specification may be too conservative in some cases and not stringent enough in others. Advisors/Committee Members: Menzemer, Craig (Advisor).

Subjects/Keywords: Engineering, Civil; AASHTO

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APA (6th Edition):

Brunot, D. C. (2006). SPECIFICATION RECOMMENDATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1145887924

Chicago Manual of Style (16th Edition):

Brunot, Douglas Clair. “SPECIFICATION RECOMMENDATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS.” 2006. Masters Thesis, University of Akron. Accessed October 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1145887924.

MLA Handbook (7th Edition):

Brunot, Douglas Clair. “SPECIFICATION RECOMMENDATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS.” 2006. Web. 14 Oct 2019.

Vancouver:

Brunot DC. SPECIFICATION RECOMMENDATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS. [Internet] [Masters thesis]. University of Akron; 2006. [cited 2019 Oct 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1145887924.

Council of Science Editors:

Brunot DC. SPECIFICATION RECOMMENDATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS. [Masters Thesis]. University of Akron; 2006. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1145887924


University of Akron

23. Azzam, Diya Mahmoud. Fatigue Behavior of Highway Welded Aluminum Light Pole Support Structures.

Degree: PhD, Civil Engineering, 2006, University of Akron

  A number of localized failures have developed in cantilevered supports ofhighway signs, luminaries and traffic signals over the past ten years. Failures due tofatigue… (more)

Subjects/Keywords: Engineering, Civil; socket connections; shoe base; FATIGUE; socket; socket connection details; Weld; connection details

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APA (6th Edition):

Azzam, D. M. (2006). Fatigue Behavior of Highway Welded Aluminum Light Pole Support Structures. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1146490346

Chicago Manual of Style (16th Edition):

Azzam, Diya Mahmoud. “Fatigue Behavior of Highway Welded Aluminum Light Pole Support Structures.” 2006. Doctoral Dissertation, University of Akron. Accessed October 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1146490346.

MLA Handbook (7th Edition):

Azzam, Diya Mahmoud. “Fatigue Behavior of Highway Welded Aluminum Light Pole Support Structures.” 2006. Web. 14 Oct 2019.

Vancouver:

Azzam DM. Fatigue Behavior of Highway Welded Aluminum Light Pole Support Structures. [Internet] [Doctoral dissertation]. University of Akron; 2006. [cited 2019 Oct 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1146490346.

Council of Science Editors:

Azzam DM. Fatigue Behavior of Highway Welded Aluminum Light Pole Support Structures. [Doctoral Dissertation]. University of Akron; 2006. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1146490346


University of Akron

24. Ortiz-Morgado, Ramon. Structural Analysis of an Aluminum Pedestrian Bridge in conformity to AASHTO Specifications for Highway Bridges & The Aluminum Association Design Manual.

Degree: MS, Civil Engineering, 2006, University of Akron

 This thesis project was developed with the main objective to present the results obtained from a structural analysis performed on a bridge system patented and… (more)

Subjects/Keywords: Engineering, Civil; VERTICAL POST; Top Chord; BRACING ARM; Kips; ksi; BRACING; CHORD

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APA (6th Edition):

Ortiz-Morgado, R. (2006). Structural Analysis of an Aluminum Pedestrian Bridge in conformity to AASHTO Specifications for Highway Bridges & The Aluminum Association Design Manual. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1153794118

Chicago Manual of Style (16th Edition):

Ortiz-Morgado, Ramon. “Structural Analysis of an Aluminum Pedestrian Bridge in conformity to AASHTO Specifications for Highway Bridges & The Aluminum Association Design Manual.” 2006. Masters Thesis, University of Akron. Accessed October 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1153794118.

MLA Handbook (7th Edition):

Ortiz-Morgado, Ramon. “Structural Analysis of an Aluminum Pedestrian Bridge in conformity to AASHTO Specifications for Highway Bridges & The Aluminum Association Design Manual.” 2006. Web. 14 Oct 2019.

Vancouver:

Ortiz-Morgado R. Structural Analysis of an Aluminum Pedestrian Bridge in conformity to AASHTO Specifications for Highway Bridges & The Aluminum Association Design Manual. [Internet] [Masters thesis]. University of Akron; 2006. [cited 2019 Oct 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1153794118.

Council of Science Editors:

Ortiz-Morgado R. Structural Analysis of an Aluminum Pedestrian Bridge in conformity to AASHTO Specifications for Highway Bridges & The Aluminum Association Design Manual. [Masters Thesis]. University of Akron; 2006. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1153794118


University of Akron

25. Bejgum, Mahesh. TESTING AND ANALYSIS OF HEAVY DUTY RIVETED GRATINGS.

Degree: MS, Civil Engineering, 2006, University of Akron

 Metal bar gratings have been used in engineering and architectural applications for more than 80 years. Current design provisions are based on the allowable stress… (more)

Subjects/Keywords: Engineering, Civil; GRATINGS; kips; Bearing Bar; loads; collapse load; finite element; bar gratings

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APA (6th Edition):

Bejgum, M. (2006). TESTING AND ANALYSIS OF HEAVY DUTY RIVETED GRATINGS. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1154492162

Chicago Manual of Style (16th Edition):

Bejgum, Mahesh. “TESTING AND ANALYSIS OF HEAVY DUTY RIVETED GRATINGS.” 2006. Masters Thesis, University of Akron. Accessed October 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1154492162.

MLA Handbook (7th Edition):

Bejgum, Mahesh. “TESTING AND ANALYSIS OF HEAVY DUTY RIVETED GRATINGS.” 2006. Web. 14 Oct 2019.

Vancouver:

Bejgum M. TESTING AND ANALYSIS OF HEAVY DUTY RIVETED GRATINGS. [Internet] [Masters thesis]. University of Akron; 2006. [cited 2019 Oct 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1154492162.

Council of Science Editors:

Bejgum M. TESTING AND ANALYSIS OF HEAVY DUTY RIVETED GRATINGS. [Masters Thesis]. University of Akron; 2006. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1154492162

.