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You searched for +publisher:"University of Akron" +contributor:("Patnaik, Anil"). Showing records 1 – 30 of 34 total matches.

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University of Akron

1. Almonbhi, Ali O. Effectiveness of Waterproofing Membranes for Precast Prestressed Concrete Adjacent Box-Beam Bridges.

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

 Bridge designs frequently employ precast concrete box beams, with adjacent beams connected using grouted keyways. Failure at these joints leads to water leakage and corrosion… (more)

Subjects/Keywords: Civil Engineering; Bridge, Box Beams bridge, Longitudinal cracks, Water leakage, Differential deflections, Waterproofing, Membranes, Precast concrete, Prestressed concrete, Prestress losses, Construction of Waterproofing Membranes

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APA (6th Edition):

Almonbhi, A. O. (2018). Effectiveness of Waterproofing Membranes for Precast Prestressed Concrete Adjacent Box-Beam Bridges. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1522880974567767

Chicago Manual of Style (16th Edition):

Almonbhi, Ali O. “Effectiveness of Waterproofing Membranes for Precast Prestressed Concrete Adjacent Box-Beam Bridges.” 2018. Doctoral Dissertation, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1522880974567767.

MLA Handbook (7th Edition):

Almonbhi, Ali O. “Effectiveness of Waterproofing Membranes for Precast Prestressed Concrete Adjacent Box-Beam Bridges.” 2018. Web. 21 Mar 2019.

Vancouver:

Almonbhi AO. Effectiveness of Waterproofing Membranes for Precast Prestressed Concrete Adjacent Box-Beam Bridges. [Internet] [Doctoral dissertation]. University of Akron; 2018. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1522880974567767.

Council of Science Editors:

Almonbhi AO. Effectiveness of Waterproofing Membranes for Precast Prestressed Concrete Adjacent Box-Beam Bridges. [Doctoral Dissertation]. University of Akron; 2018. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1522880974567767


University of Akron

2. Alzlfawi, Abdullah Hamoud. EFFECT OF SLAB AND PIER CONNECTION ON TRANSVERSE CRACKING IN STRUCTURAL SLAB BRIDGES.

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

 Bridge deck cracking is a major problem not only in The United State but also inAustralia and Europe as well. Cracking on the decks effect… (more)

Subjects/Keywords: Civil Engineering; SAP2000; CSI Bridge; Slab, Pier, Connection; Transverse crack, Stiffness, Concrete

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APA (6th Edition):

Alzlfawi, A. H. (2018). EFFECT OF SLAB AND PIER CONNECTION ON TRANSVERSE CRACKING IN STRUCTURAL SLAB BRIDGES. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1525450625325638

Chicago Manual of Style (16th Edition):

Alzlfawi, Abdullah Hamoud. “EFFECT OF SLAB AND PIER CONNECTION ON TRANSVERSE CRACKING IN STRUCTURAL SLAB BRIDGES.” 2018. Masters Thesis, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1525450625325638.

MLA Handbook (7th Edition):

Alzlfawi, Abdullah Hamoud. “EFFECT OF SLAB AND PIER CONNECTION ON TRANSVERSE CRACKING IN STRUCTURAL SLAB BRIDGES.” 2018. Web. 21 Mar 2019.

Vancouver:

Alzlfawi AH. EFFECT OF SLAB AND PIER CONNECTION ON TRANSVERSE CRACKING IN STRUCTURAL SLAB BRIDGES. [Internet] [Masters thesis]. University of Akron; 2018. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1525450625325638.

Council of Science Editors:

Alzlfawi AH. EFFECT OF SLAB AND PIER CONNECTION ON TRANSVERSE CRACKING IN STRUCTURAL SLAB BRIDGES. [Masters Thesis]. University of Akron; 2018. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1525450625325638


University of Akron

3. Pawar, Umang. RESIDUAL STRENGTH OF STEEL COUPONS AND PLATES SUBJECTED TO CORROSION DAMAGE.

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

 Structural steel is widely popular in the construction, energy and transportation industry. The unique properties of structural steel come from the chemical composition and the… (more)

Subjects/Keywords: Civil Engineering; Steel corrosion, Navy Ship, Electrochemical Corrosion, Residual strength

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APA (6th Edition):

Pawar, U. (2018). RESIDUAL STRENGTH OF STEEL COUPONS AND PLATES SUBJECTED TO CORROSION DAMAGE. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1525469612315028

Chicago Manual of Style (16th Edition):

Pawar, Umang. “RESIDUAL STRENGTH OF STEEL COUPONS AND PLATES SUBJECTED TO CORROSION DAMAGE.” 2018. Masters Thesis, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1525469612315028.

MLA Handbook (7th Edition):

Pawar, Umang. “RESIDUAL STRENGTH OF STEEL COUPONS AND PLATES SUBJECTED TO CORROSION DAMAGE.” 2018. Web. 21 Mar 2019.

Vancouver:

Pawar U. RESIDUAL STRENGTH OF STEEL COUPONS AND PLATES SUBJECTED TO CORROSION DAMAGE. [Internet] [Masters thesis]. University of Akron; 2018. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1525469612315028.

Council of Science Editors:

Pawar U. RESIDUAL STRENGTH OF STEEL COUPONS AND PLATES SUBJECTED TO CORROSION DAMAGE. [Masters Thesis]. University of Akron; 2018. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1525469612315028


University of Akron

4. Ganapuram, Saikrishna K. Quantification of Cracks in Reinforced Concrete Bridge Decks.

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

 The development of cracks in reinforced concrete bridge decks is a critical problem, not only in Ohio State, but the whole of United States. Many… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Ganapuram, S. K. (2013). Quantification of Cracks in Reinforced Concrete Bridge Decks. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1386955399

Chicago Manual of Style (16th Edition):

Ganapuram, Saikrishna K. “Quantification of Cracks in Reinforced Concrete Bridge Decks.” 2013. Masters Thesis, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1386955399.

MLA Handbook (7th Edition):

Ganapuram, Saikrishna K. “Quantification of Cracks in Reinforced Concrete Bridge Decks.” 2013. Web. 21 Mar 2019.

Vancouver:

Ganapuram SK. Quantification of Cracks in Reinforced Concrete Bridge Decks. [Internet] [Masters thesis]. University of Akron; 2013. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1386955399.

Council of Science Editors:

Ganapuram SK. Quantification of Cracks in Reinforced Concrete Bridge Decks. [Masters Thesis]. University of Akron; 2013. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1386955399


University of Akron

5. Adams, Michael A. Comparison of Crack Performance of Structural Slab Bridge Decks with Stringer Supported Bridge Decks.

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

 The development of several cracks on reinforced concrete bridge decks is a serious, growing problem that not only affects the state of Ohio, but also… (more)

Subjects/Keywords: Civil Engineering; Engineering; Crack; Performance; Slab; Stringer; Bridge

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APA (6th Edition):

Adams, M. A. (2011). Comparison of Crack Performance of Structural Slab Bridge Decks with Stringer Supported Bridge Decks. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1304455595

Chicago Manual of Style (16th Edition):

Adams, Michael A. “Comparison of Crack Performance of Structural Slab Bridge Decks with Stringer Supported Bridge Decks.” 2011. Masters Thesis, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1304455595.

MLA Handbook (7th Edition):

Adams, Michael A. “Comparison of Crack Performance of Structural Slab Bridge Decks with Stringer Supported Bridge Decks.” 2011. Web. 21 Mar 2019.

Vancouver:

Adams MA. Comparison of Crack Performance of Structural Slab Bridge Decks with Stringer Supported Bridge Decks. [Internet] [Masters thesis]. University of Akron; 2011. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1304455595.

Council of Science Editors:

Adams MA. Comparison of Crack Performance of Structural Slab Bridge Decks with Stringer Supported Bridge Decks. [Masters Thesis]. University of Akron; 2011. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1304455595


University of Akron

6. Adhikari, Sudeep. Mechanical Properties and Flexural Applications of Basalt Fiber Reinforced Polymer (BFRP) Bars.

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

  The Fiber Reinforced polymer (FRP) composites have always found its extensive application in defense and aerospace industries since the period of its inception.Nowadays they… (more)

Subjects/Keywords: Civil Engineering; Basalt FRP Bar

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APA (6th Edition):

Adhikari, S. (2009). Mechanical Properties and Flexural Applications of Basalt Fiber Reinforced Polymer (BFRP) Bars. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1259635900

Chicago Manual of Style (16th Edition):

Adhikari, Sudeep. “Mechanical Properties and Flexural Applications of Basalt Fiber Reinforced Polymer (BFRP) Bars.” 2009. Masters Thesis, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1259635900.

MLA Handbook (7th Edition):

Adhikari, Sudeep. “Mechanical Properties and Flexural Applications of Basalt Fiber Reinforced Polymer (BFRP) Bars.” 2009. Web. 21 Mar 2019.

Vancouver:

Adhikari S. Mechanical Properties and Flexural Applications of Basalt Fiber Reinforced Polymer (BFRP) Bars. [Internet] [Masters thesis]. University of Akron; 2009. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1259635900.

Council of Science Editors:

Adhikari S. Mechanical Properties and Flexural Applications of Basalt Fiber Reinforced Polymer (BFRP) Bars. [Masters Thesis]. University of Akron; 2009. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1259635900


University of Akron

7. Bathini, Udaykar. A Study of Microstructure, Tensile Deformation, Cyclic Fatigue and Final Fracture Behavior of Commercially Pure Titanium and a Titanium Alloy.

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

  Rapid industrial growth and advances in the domains of engineering and related technologies during the last fifty years have led to the extensive use… (more)

Subjects/Keywords: Civil Engineering; Materials Science; Titanium Alloy; Commercially Pure Titanium; Microstructure, Tensile Properties; Tensile Fracture; Titanium; Materials tests; Cyclic tests; Fatigue life; Fracture

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APA (6th Edition):

Bathini, U. (2010). A Study of Microstructure, Tensile Deformation, Cyclic Fatigue and Final Fracture Behavior of Commercially Pure Titanium and a Titanium Alloy. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1281973687

Chicago Manual of Style (16th Edition):

Bathini, Udaykar. “A Study of Microstructure, Tensile Deformation, Cyclic Fatigue and Final Fracture Behavior of Commercially Pure Titanium and a Titanium Alloy.” 2010. Masters Thesis, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1281973687.

MLA Handbook (7th Edition):

Bathini, Udaykar. “A Study of Microstructure, Tensile Deformation, Cyclic Fatigue and Final Fracture Behavior of Commercially Pure Titanium and a Titanium Alloy.” 2010. Web. 21 Mar 2019.

Vancouver:

Bathini U. A Study of Microstructure, Tensile Deformation, Cyclic Fatigue and Final Fracture Behavior of Commercially Pure Titanium and a Titanium Alloy. [Internet] [Masters thesis]. University of Akron; 2010. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1281973687.

Council of Science Editors:

Bathini U. A Study of Microstructure, Tensile Deformation, Cyclic Fatigue and Final Fracture Behavior of Commercially Pure Titanium and a Titanium Alloy. [Masters Thesis]. University of Akron; 2010. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1281973687


University of Akron

8. Zanjanizadeh, Vahid. Use of Finite Element Modeling for Condition Assessment of reinforced Concrete Bridge Colums in Structural Health Monitoring.

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

 Bridges are very important in public transportation because vast revenue resources are consumed in building bridges, and the need to maintain these structures to be… (more)

Subjects/Keywords: Civil Engineering; Bridge; Structural health monitoring; damage; Bridge columns; Moving load; dynamic

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APA (6th Edition):

Zanjanizadeh, V. (2009). Use of Finite Element Modeling for Condition Assessment of reinforced Concrete Bridge Colums in Structural Health Monitoring. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1257532604

Chicago Manual of Style (16th Edition):

Zanjanizadeh, Vahid. “Use of Finite Element Modeling for Condition Assessment of reinforced Concrete Bridge Colums in Structural Health Monitoring.” 2009. Masters Thesis, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1257532604.

MLA Handbook (7th Edition):

Zanjanizadeh, Vahid. “Use of Finite Element Modeling for Condition Assessment of reinforced Concrete Bridge Colums in Structural Health Monitoring.” 2009. Web. 21 Mar 2019.

Vancouver:

Zanjanizadeh V. Use of Finite Element Modeling for Condition Assessment of reinforced Concrete Bridge Colums in Structural Health Monitoring. [Internet] [Masters thesis]. University of Akron; 2009. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1257532604.

Council of Science Editors:

Zanjanizadeh V. Use of Finite Element Modeling for Condition Assessment of reinforced Concrete Bridge Colums in Structural Health Monitoring. [Masters Thesis]. University of Akron; 2009. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1257532604


University of Akron

9. Baah, Prince. Cracking Behavior of Structural Slab Bridge Decks.

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

 Bridge deck cracking is a common problem throughout the United States, and it affects the durability and service life of concrete bridges. Several departments of… (more)

Subjects/Keywords: Engineering; Structural slab bridges, bridge deck cracking, crack widths, epoxy coated bars, load testing, chloride content

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APA (6th Edition):

Baah, P. (2014). Cracking Behavior of Structural Slab Bridge Decks. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1417539467

Chicago Manual of Style (16th Edition):

Baah, Prince. “Cracking Behavior of Structural Slab Bridge Decks.” 2014. Doctoral Dissertation, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1417539467.

MLA Handbook (7th Edition):

Baah, Prince. “Cracking Behavior of Structural Slab Bridge Decks.” 2014. Web. 21 Mar 2019.

Vancouver:

Baah P. Cracking Behavior of Structural Slab Bridge Decks. [Internet] [Doctoral dissertation]. University of Akron; 2014. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1417539467.

Council of Science Editors:

Baah P. Cracking Behavior of Structural Slab Bridge Decks. [Doctoral Dissertation]. University of Akron; 2014. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1417539467


University of Akron

10. Mohammed, Hafeez. Mechanical Properties Of Ultra High Strength Fiber Reinforced Concrete.

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

 The usage of Ultra High Strength Fiber Reinforced Concrete (UHSFRC) with higher compressive strength (15,000-29,000 psi) in construction industry has been increasing worldwide. UHSFRC is… (more)

Subjects/Keywords: Civil Engineering; UHSFRC, High strength concrete, fiber reinofrced concrete, shear key

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APA (6th Edition):

Mohammed, H. (2015). Mechanical Properties Of Ultra High Strength Fiber Reinforced Concrete. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1431021338

Chicago Manual of Style (16th Edition):

Mohammed, Hafeez. “Mechanical Properties Of Ultra High Strength Fiber Reinforced Concrete.” 2015. Masters Thesis, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1431021338.

MLA Handbook (7th Edition):

Mohammed, Hafeez. “Mechanical Properties Of Ultra High Strength Fiber Reinforced Concrete.” 2015. Web. 21 Mar 2019.

Vancouver:

Mohammed H. Mechanical Properties Of Ultra High Strength Fiber Reinforced Concrete. [Internet] [Masters thesis]. University of Akron; 2015. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1431021338.

Council of Science Editors:

Mohammed H. Mechanical Properties Of Ultra High Strength Fiber Reinforced Concrete. [Masters Thesis]. University of Akron; 2015. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1431021338


University of Akron

11. Essili, Mohamed. Control of Early Age Shrinkage Cracking in Reinforced Concrete Bridge Decks.

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

 Early-age shrinkage cracking is commonly observed in many concrete bridge decks in the state of Ohio and elsewhere around the United States. Cracking increases the… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Essili, M. (2017). Control of Early Age Shrinkage Cracking in Reinforced Concrete Bridge Decks. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1502447504502314

Chicago Manual of Style (16th Edition):

Essili, Mohamed. “Control of Early Age Shrinkage Cracking in Reinforced Concrete Bridge Decks.” 2017. Masters Thesis, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1502447504502314.

MLA Handbook (7th Edition):

Essili, Mohamed. “Control of Early Age Shrinkage Cracking in Reinforced Concrete Bridge Decks.” 2017. Web. 21 Mar 2019.

Vancouver:

Essili M. Control of Early Age Shrinkage Cracking in Reinforced Concrete Bridge Decks. [Internet] [Masters thesis]. University of Akron; 2017. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1502447504502314.

Council of Science Editors:

Essili M. Control of Early Age Shrinkage Cracking in Reinforced Concrete Bridge Decks. [Masters Thesis]. University of Akron; 2017. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1502447504502314


University of Akron

12. Habouh, Mohamed I. Key Way Joint Strength of Precast Box-Beam Bridges.

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

 Satisfactory performance of non-composite adjacent box-beam bridges depends on the effectiveness of the key way, waterproofing membrane and tie rods, and the related construction practices.… (more)

Subjects/Keywords: Engineering; box beam bridges, key way strength, key way geometry, joint strength, modeling of eccentric loading, out of plane moment, grout evaluation, polymer grout

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APA (6th Edition):

Habouh, M. I. (2015). Key Way Joint Strength of Precast Box-Beam Bridges. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1449337726

Chicago Manual of Style (16th Edition):

Habouh, Mohamed I. “Key Way Joint Strength of Precast Box-Beam Bridges.” 2015. Doctoral Dissertation, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1449337726.

MLA Handbook (7th Edition):

Habouh, Mohamed I. “Key Way Joint Strength of Precast Box-Beam Bridges.” 2015. Web. 21 Mar 2019.

Vancouver:

Habouh MI. Key Way Joint Strength of Precast Box-Beam Bridges. [Internet] [Doctoral dissertation]. University of Akron; 2015. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1449337726.

Council of Science Editors:

Habouh MI. Key Way Joint Strength of Precast Box-Beam Bridges. [Doctoral Dissertation]. University of Akron; 2015. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1449337726


University of Akron

13. Khalid, Nibras Nizar. STRENGTH REDUCTION OF REINFORCED CONCRETE COLUMNS SUBJECTED TO CORROSION RELATED COVER SPALLING.

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

 The performance of deteriorated reinforced concrete columns subjected to eccentric loads had been investigated in this research considering the effects of the concrete cover spalling… (more)

Subjects/Keywords: Civil Engineering; Column, Reinforced Concrete, Corrosion, Cover Spalling, ABAQUS, Deterioration

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APA (6th Edition):

Khalid, N. N. (2018). STRENGTH REDUCTION OF REINFORCED CONCRETE COLUMNS SUBJECTED TO CORROSION RELATED COVER SPALLING. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron152536559529405

Chicago Manual of Style (16th Edition):

Khalid, Nibras Nizar. “STRENGTH REDUCTION OF REINFORCED CONCRETE COLUMNS SUBJECTED TO CORROSION RELATED COVER SPALLING.” 2018. Doctoral Dissertation, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron152536559529405.

MLA Handbook (7th Edition):

Khalid, Nibras Nizar. “STRENGTH REDUCTION OF REINFORCED CONCRETE COLUMNS SUBJECTED TO CORROSION RELATED COVER SPALLING.” 2018. Web. 21 Mar 2019.

Vancouver:

Khalid NN. STRENGTH REDUCTION OF REINFORCED CONCRETE COLUMNS SUBJECTED TO CORROSION RELATED COVER SPALLING. [Internet] [Doctoral dissertation]. University of Akron; 2018. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron152536559529405.

Council of Science Editors:

Khalid NN. STRENGTH REDUCTION OF REINFORCED CONCRETE COLUMNS SUBJECTED TO CORROSION RELATED COVER SPALLING. [Doctoral Dissertation]. University of Akron; 2018. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron152536559529405


University of Akron

14. Marchetty, Srikanth. REDUCTION OF TRANSVERSE CRACKING IN STRUCTURAL SLAB BRIDGE DECKS USING ALTERNATIVE MATERIALS.

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

 Cracking on decks is one of the major concerns for bridges located all over the United States, affecting the durability and service life of the… (more)

Subjects/Keywords: Civil Engineering; Cracking, Bridge, Deck, Concrete, Transverse, Structural Slab, Corrosion, Fatigue, Tension, Freeze Thaw, Fiber, Crack widths, Gergely and Lutz, ACI

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APA (6th Edition):

Marchetty, S. (2018). REDUCTION OF TRANSVERSE CRACKING IN STRUCTURAL SLAB BRIDGE DECKS USING ALTERNATIVE MATERIALS. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1525448493648127

Chicago Manual of Style (16th Edition):

Marchetty, Srikanth. “REDUCTION OF TRANSVERSE CRACKING IN STRUCTURAL SLAB BRIDGE DECKS USING ALTERNATIVE MATERIALS.” 2018. Doctoral Dissertation, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1525448493648127.

MLA Handbook (7th Edition):

Marchetty, Srikanth. “REDUCTION OF TRANSVERSE CRACKING IN STRUCTURAL SLAB BRIDGE DECKS USING ALTERNATIVE MATERIALS.” 2018. Web. 21 Mar 2019.

Vancouver:

Marchetty S. REDUCTION OF TRANSVERSE CRACKING IN STRUCTURAL SLAB BRIDGE DECKS USING ALTERNATIVE MATERIALS. [Internet] [Doctoral dissertation]. University of Akron; 2018. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1525448493648127.

Council of Science Editors:

Marchetty S. REDUCTION OF TRANSVERSE CRACKING IN STRUCTURAL SLAB BRIDGE DECKS USING ALTERNATIVE MATERIALS. [Doctoral Dissertation]. University of Akron; 2018. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1525448493648127


University of Akron

15. Khatua, Sourav. Effect of Accelerated Corrosion on the Bond Strength of Corrosion Resistant Reinforcing Bars Embedded in Concrete.

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

 Corrosion of steel reinforcing bars embedded in concrete applications is a major problem all over the world. Effect of corrosion causes metal loss at sections,… (more)

Subjects/Keywords: Civil Engineering; Concrete; reinforcement corrosion; polypropylene fiber; bond strength

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APA (6th Edition):

Khatua, S. (2017). Effect of Accelerated Corrosion on the Bond Strength of Corrosion Resistant Reinforcing Bars Embedded in Concrete. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1513944280521728

Chicago Manual of Style (16th Edition):

Khatua, Sourav. “Effect of Accelerated Corrosion on the Bond Strength of Corrosion Resistant Reinforcing Bars Embedded in Concrete.” 2017. Masters Thesis, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1513944280521728.

MLA Handbook (7th Edition):

Khatua, Sourav. “Effect of Accelerated Corrosion on the Bond Strength of Corrosion Resistant Reinforcing Bars Embedded in Concrete.” 2017. Web. 21 Mar 2019.

Vancouver:

Khatua S. Effect of Accelerated Corrosion on the Bond Strength of Corrosion Resistant Reinforcing Bars Embedded in Concrete. [Internet] [Masters thesis]. University of Akron; 2017. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1513944280521728.

Council of Science Editors:

Khatua S. Effect of Accelerated Corrosion on the Bond Strength of Corrosion Resistant Reinforcing Bars Embedded in Concrete. [Masters Thesis]. University of Akron; 2017. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1513944280521728


University of Akron

16. Gao, Zhicheng. Corrosion Damage of Reinforcement Embedded in Reinforced Concrete Slab.

Degree: PhD, Civil Engineering, 2016, University of Akron

 Corrosion of reinforcements embedded in concrete is a worldwide problem that affects numerous reinforced concrete (RC) structures. While corrosion has always been problematic since the… (more)

Subjects/Keywords: Civil Engineering; corrosion; reinforced concrete; cracks; metal loss

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APA (6th Edition):

Gao, Z. (2016). Corrosion Damage of Reinforcement Embedded in Reinforced Concrete Slab. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1478174479305336

Chicago Manual of Style (16th Edition):

Gao, Zhicheng. “Corrosion Damage of Reinforcement Embedded in Reinforced Concrete Slab.” 2016. Doctoral Dissertation, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1478174479305336.

MLA Handbook (7th Edition):

Gao, Zhicheng. “Corrosion Damage of Reinforcement Embedded in Reinforced Concrete Slab.” 2016. Web. 21 Mar 2019.

Vancouver:

Gao Z. Corrosion Damage of Reinforcement Embedded in Reinforced Concrete Slab. [Internet] [Doctoral dissertation]. University of Akron; 2016. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1478174479305336.

Council of Science Editors:

Gao Z. Corrosion Damage of Reinforcement Embedded in Reinforced Concrete Slab. [Doctoral Dissertation]. University of Akron; 2016. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1478174479305336


University of Akron

17. Gowda, Sunil. MULTI-SCALE EFFECTS OF CORROSION ON STEEL STRUCTURES.

Degree: PhD, Civil Engineering, 2016, University of Akron

 Corrosion is a naturally occurring process which under favorable environmental conditions, causes deterioration of metals when exposed to corrosive environment for an extended period of… (more)

Subjects/Keywords: Civil Engineering; Corrosion; steel structures

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APA (6th Edition):

Gowda, S. (2016). MULTI-SCALE EFFECTS OF CORROSION ON STEEL STRUCTURES. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1469007207

Chicago Manual of Style (16th Edition):

Gowda, Sunil. “MULTI-SCALE EFFECTS OF CORROSION ON STEEL STRUCTURES.” 2016. Doctoral Dissertation, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1469007207.

MLA Handbook (7th Edition):

Gowda, Sunil. “MULTI-SCALE EFFECTS OF CORROSION ON STEEL STRUCTURES.” 2016. Web. 21 Mar 2019.

Vancouver:

Gowda S. MULTI-SCALE EFFECTS OF CORROSION ON STEEL STRUCTURES. [Internet] [Doctoral dissertation]. University of Akron; 2016. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1469007207.

Council of Science Editors:

Gowda S. MULTI-SCALE EFFECTS OF CORROSION ON STEEL STRUCTURES. [Doctoral Dissertation]. University of Akron; 2016. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1469007207


University of Akron

18. 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 March 21, 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. 21 Mar 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 Mar 21]. 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

19. Poondla, Narendra Babu. A STUDY OF WELDED BUILT-UP BEAMS MADE FROM TITANIUM AND A TITANIUM ALLOY.

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

  Titanium is well recognized as a modern and high performance metal that is much stronger and lighter than the most widely used steels in… (more)

Subjects/Keywords: Civil Engineering; Titanium; Static Tests; Ti-6Al-4V; Fatigue Tests; Welded Built-Up Beams; Commercially Pure Titanium; Structural guidelines for Titanium

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APA (6th Edition):

Poondla, N. B. (2010). A STUDY OF WELDED BUILT-UP BEAMS MADE FROM TITANIUM AND A TITANIUM ALLOY. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1271095999

Chicago Manual of Style (16th Edition):

Poondla, Narendra Babu. “A STUDY OF WELDED BUILT-UP BEAMS MADE FROM TITANIUM AND A TITANIUM ALLOY.” 2010. Masters Thesis, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1271095999.

MLA Handbook (7th Edition):

Poondla, Narendra Babu. “A STUDY OF WELDED BUILT-UP BEAMS MADE FROM TITANIUM AND A TITANIUM ALLOY.” 2010. Web. 21 Mar 2019.

Vancouver:

Poondla NB. A STUDY OF WELDED BUILT-UP BEAMS MADE FROM TITANIUM AND A TITANIUM ALLOY. [Internet] [Masters thesis]. University of Akron; 2010. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1271095999.

Council of Science Editors:

Poondla NB. A STUDY OF WELDED BUILT-UP BEAMS MADE FROM TITANIUM AND A TITANIUM ALLOY. [Masters Thesis]. University of Akron; 2010. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1271095999


University of Akron

20. 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 March 21, 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. 21 Mar 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 Mar 21]. 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

21. Marchetty, Srikanth. Analysis Of Rockfall Trajectories And Evaluation Of Concrete Barrier Efficiency.

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

 Rockfall is the movement of rocks down the slope which can be in the form of freefall, bouncing, rolling, and sliding. The movement of rocks… (more)

Subjects/Keywords: Civil Engineering; Rockfall, Rollout, CRSP, Test Rock, Concrete Barrier

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APA (6th Edition):

Marchetty, S. (2015). Analysis Of Rockfall Trajectories And Evaluation Of Concrete Barrier Efficiency. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1431019028

Chicago Manual of Style (16th Edition):

Marchetty, Srikanth. “Analysis Of Rockfall Trajectories And Evaluation Of Concrete Barrier Efficiency.” 2015. Masters Thesis, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1431019028.

MLA Handbook (7th Edition):

Marchetty, Srikanth. “Analysis Of Rockfall Trajectories And Evaluation Of Concrete Barrier Efficiency.” 2015. Web. 21 Mar 2019.

Vancouver:

Marchetty S. Analysis Of Rockfall Trajectories And Evaluation Of Concrete Barrier Efficiency. [Internet] [Masters thesis]. University of Akron; 2015. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1431019028.

Council of Science Editors:

Marchetty S. Analysis Of Rockfall Trajectories And Evaluation Of Concrete Barrier Efficiency. [Masters Thesis]. University of Akron; 2015. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1431019028


University of Akron

22. 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 March 21, 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. 21 Mar 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 Mar 21]. 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

23. Lewis, Jeremy D. The Effects of Corrosion on Reinforced Concrete with Fiber Addition.

Degree: MSin Engineering, Civil Engineering, 2012, University of Akron

 Corrosion is known to negatively affect the structural integrity of bridges, buildings, and other structures made of concrete. This corrosion damage is both dangerous to… (more)

Subjects/Keywords: Civil Engineering; Corrosion; Concrete; Polypropylene Fiber; Basalt Fiber

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APA (6th Edition):

Lewis, J. D. (2012). The Effects of Corrosion on Reinforced Concrete with Fiber Addition. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1355171708

Chicago Manual of Style (16th Edition):

Lewis, Jeremy D. “The Effects of Corrosion on Reinforced Concrete with Fiber Addition.” 2012. Masters Thesis, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1355171708.

MLA Handbook (7th Edition):

Lewis, Jeremy D. “The Effects of Corrosion on Reinforced Concrete with Fiber Addition.” 2012. Web. 21 Mar 2019.

Vancouver:

Lewis JD. The Effects of Corrosion on Reinforced Concrete with Fiber Addition. [Internet] [Masters thesis]. University of Akron; 2012. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1355171708.

Council of Science Editors:

Lewis JD. The Effects of Corrosion on Reinforced Concrete with Fiber Addition. [Masters Thesis]. University of Akron; 2012. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1355171708

24. Habouh, Mohamed I. SHEAR TRANSFER STRENGTH OF CONCRETE PLACED AGAINST HARDENED CONCRETE.

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

 Shear transfer strength of concrete placed against hardened concrete has been of researcher’s interest because of the unavoidable joints between structural elements. The failing joints… (more)

Subjects/Keywords: Civil Engineering; shear concrete Strength

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APA (6th Edition):

Habouh, M. I. (2015). SHEAR TRANSFER STRENGTH OF CONCRETE PLACED AGAINST HARDENED CONCRETE. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1439564977

Chicago Manual of Style (16th Edition):

Habouh, Mohamed I. “SHEAR TRANSFER STRENGTH OF CONCRETE PLACED AGAINST HARDENED CONCRETE.” 2015. Masters Thesis, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1439564977.

MLA Handbook (7th Edition):

Habouh, Mohamed I. “SHEAR TRANSFER STRENGTH OF CONCRETE PLACED AGAINST HARDENED CONCRETE.” 2015. Web. 21 Mar 2019.

Vancouver:

Habouh MI. SHEAR TRANSFER STRENGTH OF CONCRETE PLACED AGAINST HARDENED CONCRETE. [Internet] [Masters thesis]. University of Akron; 2015. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1439564977.

Council of Science Editors:

Habouh MI. SHEAR TRANSFER STRENGTH OF CONCRETE PLACED AGAINST HARDENED CONCRETE. [Masters Thesis]. University of Akron; 2015. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1439564977

25. Musa, Abdisa. Evaluation Of Concrete Barrier As Rockfall Protection.

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

 Rockfall is the movement of rocks down a slope which may be in the form of freefall, bouncing, rolling and sliding based on characteristics of… (more)

Subjects/Keywords: Civil Engineering; Rockfall, Concrete Barrier, Impact, Energy

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APA (6th Edition):

Musa, A. (2015). Evaluation Of Concrete Barrier As Rockfall Protection. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1430503509

Chicago Manual of Style (16th Edition):

Musa, Abdisa. “Evaluation Of Concrete Barrier As Rockfall Protection.” 2015. Doctoral Dissertation, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1430503509.

MLA Handbook (7th Edition):

Musa, Abdisa. “Evaluation Of Concrete Barrier As Rockfall Protection.” 2015. Web. 21 Mar 2019.

Vancouver:

Musa A. Evaluation Of Concrete Barrier As Rockfall Protection. [Internet] [Doctoral dissertation]. University of Akron; 2015. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1430503509.

Council of Science Editors:

Musa A. Evaluation Of Concrete Barrier As Rockfall Protection. [Doctoral Dissertation]. University of Akron; 2015. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1430503509

26. Adhikari, Sudeep. Mechanical and Structural Characterization of Mini-Bar Reinforced Concrete Beams.

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

 With major breakthroughs in material science in recent years, civil engineering construction technology has simultaneously gone through major paradigm shifts. From the conventional reinforcing material… (more)

Subjects/Keywords: Civil Engineering; Basalt, Mini-bar, Fiber, BFRP, Toughness, Size-Effect, Uniaxial Tensile Strength, Energy-Absorption, Ductility

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APA (6th Edition):

Adhikari, S. (2013). Mechanical and Structural Characterization of Mini-Bar Reinforced Concrete Beams. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1386682169

Chicago Manual of Style (16th Edition):

Adhikari, Sudeep. “Mechanical and Structural Characterization of Mini-Bar Reinforced Concrete Beams.” 2013. Doctoral Dissertation, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1386682169.

MLA Handbook (7th Edition):

Adhikari, Sudeep. “Mechanical and Structural Characterization of Mini-Bar Reinforced Concrete Beams.” 2013. Web. 21 Mar 2019.

Vancouver:

Adhikari S. Mechanical and Structural Characterization of Mini-Bar Reinforced Concrete Beams. [Internet] [Doctoral dissertation]. University of Akron; 2013. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1386682169.

Council of Science Editors:

Adhikari S. Mechanical and Structural Characterization of Mini-Bar Reinforced Concrete Beams. [Doctoral Dissertation]. University of Akron; 2013. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1386682169

27. Neela, Subhashini. Flexural Behavior of Basalt FRP Bar Reinforced Concrete Members With and Without Polypropylene Fiber.

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

 The thesis presents the results of an experimental investigation of the performance characteristics of concrete members reinforced with basalt fiber reinforced polymer (BFRP) bars along… (more)

Subjects/Keywords: Civil Engineering; Polypropylene Fiber; Toughness; Ductility; BFRP

…experimental research components that were performed at The University of Akron. This thesis is… 

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APA (6th Edition):

Neela, S. (2010). Flexural Behavior of Basalt FRP Bar Reinforced Concrete Members With and Without Polypropylene Fiber. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1291084015

Chicago Manual of Style (16th Edition):

Neela, Subhashini. “Flexural Behavior of Basalt FRP Bar Reinforced Concrete Members With and Without Polypropylene Fiber.” 2010. Masters Thesis, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1291084015.

MLA Handbook (7th Edition):

Neela, Subhashini. “Flexural Behavior of Basalt FRP Bar Reinforced Concrete Members With and Without Polypropylene Fiber.” 2010. Web. 21 Mar 2019.

Vancouver:

Neela S. Flexural Behavior of Basalt FRP Bar Reinforced Concrete Members With and Without Polypropylene Fiber. [Internet] [Masters thesis]. University of Akron; 2010. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1291084015.

Council of Science Editors:

Neela S. Flexural Behavior of Basalt FRP Bar Reinforced Concrete Members With and Without Polypropylene Fiber. [Masters Thesis]. University of Akron; 2010. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1291084015

28. Bajaj, Srikanth. Effect of Corrosion on Physical and Mechanical Properties of Reinforced Concrete.

Degree: MSin Engineering, Civil Engineering, 2012, University of Akron

 Corrosion of reinforced concrete (RC) is a major factor contributing to deterioration of structures, and billions of dollars are spent every year on the repairs… (more)

Subjects/Keywords: Civil Engineering; reinforcement corrosion; bond strength; concrete cover crack

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APA (6th Edition):

Bajaj, S. (2012). Effect of Corrosion on Physical and Mechanical Properties of Reinforced Concrete. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1353961865

Chicago Manual of Style (16th Edition):

Bajaj, Srikanth. “Effect of Corrosion on Physical and Mechanical Properties of Reinforced Concrete.” 2012. Masters Thesis, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1353961865.

MLA Handbook (7th Edition):

Bajaj, Srikanth. “Effect of Corrosion on Physical and Mechanical Properties of Reinforced Concrete.” 2012. Web. 21 Mar 2019.

Vancouver:

Bajaj S. Effect of Corrosion on Physical and Mechanical Properties of Reinforced Concrete. [Internet] [Masters thesis]. University of Akron; 2012. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1353961865.

Council of Science Editors:

Bajaj S. Effect of Corrosion on Physical and Mechanical Properties of Reinforced Concrete. [Masters Thesis]. University of Akron; 2012. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1353961865

29. Khan, Mohammed Imtiaz. Experimental Investigation on Mechanical Characterization of Fiber Reinforced Foamed Concrete.

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

 With the increase in demand for structures which are light in weight, researcher and industrialist interest in foamed concrete to be used in structural applications… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Khan, M. I. (2014). Experimental Investigation on Mechanical Characterization of Fiber Reinforced Foamed Concrete. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1386957280

Chicago Manual of Style (16th Edition):

Khan, Mohammed Imtiaz. “Experimental Investigation on Mechanical Characterization of Fiber Reinforced Foamed Concrete.” 2014. Masters Thesis, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1386957280.

MLA Handbook (7th Edition):

Khan, Mohammed Imtiaz. “Experimental Investigation on Mechanical Characterization of Fiber Reinforced Foamed Concrete.” 2014. Web. 21 Mar 2019.

Vancouver:

Khan MI. Experimental Investigation on Mechanical Characterization of Fiber Reinforced Foamed Concrete. [Internet] [Masters thesis]. University of Akron; 2014. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1386957280.

Council of Science Editors:

Khan MI. Experimental Investigation on Mechanical Characterization of Fiber Reinforced Foamed Concrete. [Masters Thesis]. University of Akron; 2014. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1386957280

30. KONDISETTI, DHEERAJ. QUASI-STATIC, CYCLIC FATIGUE AND FINAL FRACTURE BEHAVIOR OF HIGH STRENGTH STAINLESS STEEL: INFLUENCE OF TEMPERATURE.

Degree: MSin Engineering, Civil Engineering, 2016, University of Akron

 The history of steel dates back to the 17th century. Steel has been instrumental in the betterment of every aspect of our lives ever since,… (more)

Subjects/Keywords: Civil Engineering

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

KONDISETTI, D. (2016). QUASI-STATIC, CYCLIC FATIGUE AND FINAL FRACTURE BEHAVIOR OF HIGH STRENGTH STAINLESS STEEL: INFLUENCE OF TEMPERATURE. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1468850618

Chicago Manual of Style (16th Edition):

KONDISETTI, DHEERAJ. “QUASI-STATIC, CYCLIC FATIGUE AND FINAL FRACTURE BEHAVIOR OF HIGH STRENGTH STAINLESS STEEL: INFLUENCE OF TEMPERATURE.” 2016. Masters Thesis, University of Akron. Accessed March 21, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1468850618.

MLA Handbook (7th Edition):

KONDISETTI, DHEERAJ. “QUASI-STATIC, CYCLIC FATIGUE AND FINAL FRACTURE BEHAVIOR OF HIGH STRENGTH STAINLESS STEEL: INFLUENCE OF TEMPERATURE.” 2016. Web. 21 Mar 2019.

Vancouver:

KONDISETTI D. QUASI-STATIC, CYCLIC FATIGUE AND FINAL FRACTURE BEHAVIOR OF HIGH STRENGTH STAINLESS STEEL: INFLUENCE OF TEMPERATURE. [Internet] [Masters thesis]. University of Akron; 2016. [cited 2019 Mar 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1468850618.

Council of Science Editors:

KONDISETTI D. QUASI-STATIC, CYCLIC FATIGUE AND FINAL FRACTURE BEHAVIOR OF HIGH STRENGTH STAINLESS STEEL: INFLUENCE OF TEMPERATURE. [Masters Thesis]. University of Akron; 2016. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1468850618

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