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You searched for subject:(Ductility). Showing records 1 – 30 of 258 total matches.

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Georgia Tech

1. Jamwal, Ranbir Singh. Microstructural origins of variability in the tensile ductility of dual phase steels.

Degree: MS, Materials Science and Engineering, 2011, Georgia Tech

 Quantitative relationships among processing parameters, microstructure, and material properties are of considerable interest in the context of development of robust processing routes that optimize the… (more)

Subjects/Keywords: Variability; Dual phase steels; Tensile ductility; Metals Ductility; Steel; Steel Ductility; Steel Fatigue; Steel Fracture

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APA (6th Edition):

Jamwal, R. S. (2011). Microstructural origins of variability in the tensile ductility of dual phase steels. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/39477

Chicago Manual of Style (16th Edition):

Jamwal, Ranbir Singh. “Microstructural origins of variability in the tensile ductility of dual phase steels.” 2011. Masters Thesis, Georgia Tech. Accessed February 18, 2020. http://hdl.handle.net/1853/39477.

MLA Handbook (7th Edition):

Jamwal, Ranbir Singh. “Microstructural origins of variability in the tensile ductility of dual phase steels.” 2011. Web. 18 Feb 2020.

Vancouver:

Jamwal RS. Microstructural origins of variability in the tensile ductility of dual phase steels. [Internet] [Masters thesis]. Georgia Tech; 2011. [cited 2020 Feb 18]. Available from: http://hdl.handle.net/1853/39477.

Council of Science Editors:

Jamwal RS. Microstructural origins of variability in the tensile ductility of dual phase steels. [Masters Thesis]. Georgia Tech; 2011. Available from: http://hdl.handle.net/1853/39477


Durham University

2. Azizi, Abdul R. Modelling moment redistribution in continuous reinforced concrete beams.

Degree: PhD, 1996, Durham University

Subjects/Keywords: 624.1; Ductility; Strain

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APA (6th Edition):

Azizi, A. R. (1996). Modelling moment redistribution in continuous reinforced concrete beams. (Doctoral Dissertation). Durham University. Retrieved from http://etheses.dur.ac.uk/1578/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.338508

Chicago Manual of Style (16th Edition):

Azizi, Abdul R. “Modelling moment redistribution in continuous reinforced concrete beams.” 1996. Doctoral Dissertation, Durham University. Accessed February 18, 2020. http://etheses.dur.ac.uk/1578/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.338508.

MLA Handbook (7th Edition):

Azizi, Abdul R. “Modelling moment redistribution in continuous reinforced concrete beams.” 1996. Web. 18 Feb 2020.

Vancouver:

Azizi AR. Modelling moment redistribution in continuous reinforced concrete beams. [Internet] [Doctoral dissertation]. Durham University; 1996. [cited 2020 Feb 18]. Available from: http://etheses.dur.ac.uk/1578/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.338508.

Council of Science Editors:

Azizi AR. Modelling moment redistribution in continuous reinforced concrete beams. [Doctoral Dissertation]. Durham University; 1996. Available from: http://etheses.dur.ac.uk/1578/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.338508


University of New South Wales

3. Khajeh Samani, Ali. Ductility in reinforced concrete columns.

Degree: Civil & Environmental Engineering, 2013, University of New South Wales

 Uniaxial and triaxial test results are used to study the behaviour of concrete specimens. Based on existing test results in the literature, a new model… (more)

Subjects/Keywords: Reinforced Concrete Column; High Strength Concrete; Ductility

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APA (6th Edition):

Khajeh Samani, A. (2013). Ductility in reinforced concrete columns. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/53358 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12051/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Khajeh Samani, Ali. “Ductility in reinforced concrete columns.” 2013. Doctoral Dissertation, University of New South Wales. Accessed February 18, 2020. http://handle.unsw.edu.au/1959.4/53358 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12051/SOURCE02?view=true.

MLA Handbook (7th Edition):

Khajeh Samani, Ali. “Ductility in reinforced concrete columns.” 2013. Web. 18 Feb 2020.

Vancouver:

Khajeh Samani A. Ductility in reinforced concrete columns. [Internet] [Doctoral dissertation]. University of New South Wales; 2013. [cited 2020 Feb 18]. Available from: http://handle.unsw.edu.au/1959.4/53358 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12051/SOURCE02?view=true.

Council of Science Editors:

Khajeh Samani A. Ductility in reinforced concrete columns. [Doctoral Dissertation]. University of New South Wales; 2013. Available from: http://handle.unsw.edu.au/1959.4/53358 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12051/SOURCE02?view=true


University of Cape Town

4. Wolff, Ira M. Ductility in high chromium super-ferritic alloys.

Degree: Image, Centre for Materials Engineering, 1989, University of Cape Town

 The competition between microfracture and plastic flow has been studied in relation to the thermomechanical processing parameters and minor element chemistry of wrought super-ferritic alloys… (more)

Subjects/Keywords: Ferritic steel - Ductility; Iron alloys - Ductility; Materials Engineering

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APA (6th Edition):

Wolff, I. M. (1989). Ductility in high chromium super-ferritic alloys. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/22200

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Wolff, Ira M. “Ductility in high chromium super-ferritic alloys.” 1989. Thesis, University of Cape Town. Accessed February 18, 2020. http://hdl.handle.net/11427/22200.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Wolff, Ira M. “Ductility in high chromium super-ferritic alloys.” 1989. Web. 18 Feb 2020.

Vancouver:

Wolff IM. Ductility in high chromium super-ferritic alloys. [Internet] [Thesis]. University of Cape Town; 1989. [cited 2020 Feb 18]. Available from: http://hdl.handle.net/11427/22200.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Wolff IM. Ductility in high chromium super-ferritic alloys. [Thesis]. University of Cape Town; 1989. Available from: http://hdl.handle.net/11427/22200

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Hong Kong

5. 趙裕隆; Chiu, Yu-lung. Effects of boron doping on the microstructure and mechanical properties of [gamma/gamma'] superalloys.

Degree: PhD, 1999, University of Hong Kong

published_or_final_version

Mechanical Engineering

Doctoral

Doctor of Philosophy

Subjects/Keywords: Boron.; Alluminium alloy - Ductility.

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APA (6th Edition):

趙裕隆; Chiu, Y. (1999). Effects of boron doping on the microstructure and mechanical properties of [gamma/gamma'] superalloys. (Doctoral Dissertation). University of Hong Kong. Retrieved from Chiu, Y. [趙裕隆]. (1999). Effects of boron doping on the microstructure and mechanical properties of [gamma/gamma'] superalloys. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3123833 ; http://dx.doi.org/10.5353/th_b3123833 ; http://hdl.handle.net/10722/39598

Chicago Manual of Style (16th Edition):

趙裕隆; Chiu, Yu-lung. “Effects of boron doping on the microstructure and mechanical properties of [gamma/gamma'] superalloys.” 1999. Doctoral Dissertation, University of Hong Kong. Accessed February 18, 2020. Chiu, Y. [趙裕隆]. (1999). Effects of boron doping on the microstructure and mechanical properties of [gamma/gamma'] superalloys. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3123833 ; http://dx.doi.org/10.5353/th_b3123833 ; http://hdl.handle.net/10722/39598.

MLA Handbook (7th Edition):

趙裕隆; Chiu, Yu-lung. “Effects of boron doping on the microstructure and mechanical properties of [gamma/gamma'] superalloys.” 1999. Web. 18 Feb 2020.

Vancouver:

趙裕隆; Chiu Y. Effects of boron doping on the microstructure and mechanical properties of [gamma/gamma'] superalloys. [Internet] [Doctoral dissertation]. University of Hong Kong; 1999. [cited 2020 Feb 18]. Available from: Chiu, Y. [趙裕隆]. (1999). Effects of boron doping on the microstructure and mechanical properties of [gamma/gamma'] superalloys. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3123833 ; http://dx.doi.org/10.5353/th_b3123833 ; http://hdl.handle.net/10722/39598.

Council of Science Editors:

趙裕隆; Chiu Y. Effects of boron doping on the microstructure and mechanical properties of [gamma/gamma'] superalloys. [Doctoral Dissertation]. University of Hong Kong; 1999. Available from: Chiu, Y. [趙裕隆]. (1999). Effects of boron doping on the microstructure and mechanical properties of [gamma/gamma'] superalloys. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3123833 ; http://dx.doi.org/10.5353/th_b3123833 ; http://hdl.handle.net/10722/39598

6. Rehman, Naveed Ur. Behaviour of demountable shear connectors in composite structures.

Degree: PhD, 2017, University of Bradford

 The research presented in this thesis is to evaluate the feasibility of demountable shear connectors as an alternative to welded shear connectors in composite structures… (more)

Subjects/Keywords: Demountable shear connectors; Push off tests; Shear capacity; Ductility; Stiffness

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APA (6th Edition):

Rehman, N. U. (2017). Behaviour of demountable shear connectors in composite structures. (Doctoral Dissertation). University of Bradford. Retrieved from http://hdl.handle.net/10454/14790

Chicago Manual of Style (16th Edition):

Rehman, Naveed Ur. “Behaviour of demountable shear connectors in composite structures.” 2017. Doctoral Dissertation, University of Bradford. Accessed February 18, 2020. http://hdl.handle.net/10454/14790.

MLA Handbook (7th Edition):

Rehman, Naveed Ur. “Behaviour of demountable shear connectors in composite structures.” 2017. Web. 18 Feb 2020.

Vancouver:

Rehman NU. Behaviour of demountable shear connectors in composite structures. [Internet] [Doctoral dissertation]. University of Bradford; 2017. [cited 2020 Feb 18]. Available from: http://hdl.handle.net/10454/14790.

Council of Science Editors:

Rehman NU. Behaviour of demountable shear connectors in composite structures. [Doctoral Dissertation]. University of Bradford; 2017. Available from: http://hdl.handle.net/10454/14790


University of Illinois – Urbana-Champaign

7. Yasi, Joseph. Strength and ductility of Mg alloys from first-principles.

Degree: PhD, 0240, 2013, University of Illinois – Urbana-Champaign

 Magnesium alloys are of great interest in the transportation sector for vehicle weight reduction and improved energy efficiency due to their high specific strength. However,… (more)

Subjects/Keywords: Magnesium; Density Functional Theory; Dislocations; Metallurgy; Ductility; Formability

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APA (6th Edition):

Yasi, J. (2013). Strength and ductility of Mg alloys from first-principles. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/42144

Chicago Manual of Style (16th Edition):

Yasi, Joseph. “Strength and ductility of Mg alloys from first-principles.” 2013. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed February 18, 2020. http://hdl.handle.net/2142/42144.

MLA Handbook (7th Edition):

Yasi, Joseph. “Strength and ductility of Mg alloys from first-principles.” 2013. Web. 18 Feb 2020.

Vancouver:

Yasi J. Strength and ductility of Mg alloys from first-principles. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2013. [cited 2020 Feb 18]. Available from: http://hdl.handle.net/2142/42144.

Council of Science Editors:

Yasi J. Strength and ductility of Mg alloys from first-principles. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2013. Available from: http://hdl.handle.net/2142/42144


North Carolina State University

8. Suarez, Vinicio. Implementation of Direc Displacement Based Design for Pile and Drilled Shaft Bents.

Degree: MS, Civil Engineering, 2006, North Carolina State University

 The work in this thesis attempts to implement the Direct Displacement Based Design (DDBD) method to the seismic design of long reinforced concrete pile and… (more)

Subjects/Keywords: equivalent damping; displacement ductility; DDBD

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APA (6th Edition):

Suarez, V. (2006). Implementation of Direc Displacement Based Design for Pile and Drilled Shaft Bents. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/855

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Suarez, Vinicio. “Implementation of Direc Displacement Based Design for Pile and Drilled Shaft Bents.” 2006. Thesis, North Carolina State University. Accessed February 18, 2020. http://www.lib.ncsu.edu/resolver/1840.16/855.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Suarez, Vinicio. “Implementation of Direc Displacement Based Design for Pile and Drilled Shaft Bents.” 2006. Web. 18 Feb 2020.

Vancouver:

Suarez V. Implementation of Direc Displacement Based Design for Pile and Drilled Shaft Bents. [Internet] [Thesis]. North Carolina State University; 2006. [cited 2020 Feb 18]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/855.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Suarez V. Implementation of Direc Displacement Based Design for Pile and Drilled Shaft Bents. [Thesis]. North Carolina State University; 2006. Available from: http://www.lib.ncsu.edu/resolver/1840.16/855

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


North Carolina State University

9. Sloan, John Elliot. The Seismic Behavior of Reinforced Concrete Members at Low Temperatures.

Degree: MS, Civil Engineering, 2005, North Carolina State University

 While reinforced concrete structures depend on ductility for acceptable seismic performance, research on the material behavior of concrete and steel has indicated that the loss… (more)

Subjects/Keywords: concrete; ductility; low temperatures; steel

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APA (6th Edition):

Sloan, J. E. (2005). The Seismic Behavior of Reinforced Concrete Members at Low Temperatures. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/2553

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Sloan, John Elliot. “The Seismic Behavior of Reinforced Concrete Members at Low Temperatures.” 2005. Thesis, North Carolina State University. Accessed February 18, 2020. http://www.lib.ncsu.edu/resolver/1840.16/2553.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Sloan, John Elliot. “The Seismic Behavior of Reinforced Concrete Members at Low Temperatures.” 2005. Web. 18 Feb 2020.

Vancouver:

Sloan JE. The Seismic Behavior of Reinforced Concrete Members at Low Temperatures. [Internet] [Thesis]. North Carolina State University; 2005. [cited 2020 Feb 18]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/2553.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Sloan JE. The Seismic Behavior of Reinforced Concrete Members at Low Temperatures. [Thesis]. North Carolina State University; 2005. Available from: http://www.lib.ncsu.edu/resolver/1840.16/2553

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Universidade do Minho

10. Mazaheripour, Hadi. Structural behavior of hybrid GFRP and steel reinforced FRC prestressed beams .

Degree: 2016, Universidade do Minho

 The present thesis intended to contribute for the development of a new generation of high durable and sustainable reinforced concrete (RC) beam structures submitted to… (more)

Subjects/Keywords: GFRP; strand; HPFRC; FE modelling; Analytical modelling; ductility

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APA (6th Edition):

Mazaheripour, H. (2016). Structural behavior of hybrid GFRP and steel reinforced FRC prestressed beams . (Doctoral Dissertation). Universidade do Minho. Retrieved from http://hdl.handle.net/1822/41858

Chicago Manual of Style (16th Edition):

Mazaheripour, Hadi. “Structural behavior of hybrid GFRP and steel reinforced FRC prestressed beams .” 2016. Doctoral Dissertation, Universidade do Minho. Accessed February 18, 2020. http://hdl.handle.net/1822/41858.

MLA Handbook (7th Edition):

Mazaheripour, Hadi. “Structural behavior of hybrid GFRP and steel reinforced FRC prestressed beams .” 2016. Web. 18 Feb 2020.

Vancouver:

Mazaheripour H. Structural behavior of hybrid GFRP and steel reinforced FRC prestressed beams . [Internet] [Doctoral dissertation]. Universidade do Minho; 2016. [cited 2020 Feb 18]. Available from: http://hdl.handle.net/1822/41858.

Council of Science Editors:

Mazaheripour H. Structural behavior of hybrid GFRP and steel reinforced FRC prestressed beams . [Doctoral Dissertation]. Universidade do Minho; 2016. Available from: http://hdl.handle.net/1822/41858


NSYSU

11. Hung, Liang-Jie. Influence of hot rolling microstructure on mechanical properties of fullyannealed 5052 aluminum alloy.

Degree: Master, Materials and Optoelectronic Science, 2012, NSYSU

 The objective of this work is to investigate the influence of hot rolling process on the mechanical properties of AA 5052 aluminum alloy. Hot-rolled band… (more)

Subjects/Keywords: texture; aluminum alloy; annealing processes; yield strength; tensile ductility

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APA (6th Edition):

Hung, L. (2012). Influence of hot rolling microstructure on mechanical properties of fullyannealed 5052 aluminum alloy. (Thesis). NSYSU. Retrieved from http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0724112-165735

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Hung, Liang-Jie. “Influence of hot rolling microstructure on mechanical properties of fullyannealed 5052 aluminum alloy.” 2012. Thesis, NSYSU. Accessed February 18, 2020. http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0724112-165735.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Hung, Liang-Jie. “Influence of hot rolling microstructure on mechanical properties of fullyannealed 5052 aluminum alloy.” 2012. Web. 18 Feb 2020.

Vancouver:

Hung L. Influence of hot rolling microstructure on mechanical properties of fullyannealed 5052 aluminum alloy. [Internet] [Thesis]. NSYSU; 2012. [cited 2020 Feb 18]. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0724112-165735.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Hung L. Influence of hot rolling microstructure on mechanical properties of fullyannealed 5052 aluminum alloy. [Thesis]. NSYSU; 2012. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0724112-165735

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


NSYSU

12. Tang, Teng-yen. Mechanical Properties of electrodeposited Ni and Ni-Co alloys having bimodal distribution of grain size.

Degree: Master, Materials and Optoelectronic Science, 2011, NSYSU

 The strength of polycrystalline materials increases with decreasing grain size. The increase of strength is usually associated with deterioration of ductility, especially for materials having… (more)

Subjects/Keywords: ductility; mechanical properties; bimodal grain size distribution; Ni-Co alloy; electrodeposition

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APA (6th Edition):

Tang, T. (2011). Mechanical Properties of electrodeposited Ni and Ni-Co alloys having bimodal distribution of grain size. (Thesis). NSYSU. Retrieved from http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0907111-163412

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Tang, Teng-yen. “Mechanical Properties of electrodeposited Ni and Ni-Co alloys having bimodal distribution of grain size.” 2011. Thesis, NSYSU. Accessed February 18, 2020. http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0907111-163412.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Tang, Teng-yen. “Mechanical Properties of electrodeposited Ni and Ni-Co alloys having bimodal distribution of grain size.” 2011. Web. 18 Feb 2020.

Vancouver:

Tang T. Mechanical Properties of electrodeposited Ni and Ni-Co alloys having bimodal distribution of grain size. [Internet] [Thesis]. NSYSU; 2011. [cited 2020 Feb 18]. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0907111-163412.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Tang T. Mechanical Properties of electrodeposited Ni and Ni-Co alloys having bimodal distribution of grain size. [Thesis]. NSYSU; 2011. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0907111-163412

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Western Australia

13. WU, Zhigang. Development of Ni-Mn-based ferromagnetic shape memory alloys.

Degree: PhD, 2011, University of Western Australia

[Truncated abstract] Since the discovery of Ni2MnGa ferromagnetic shape memory alloys some 15 years ago, intensive research has been conducted to search and develop new… (more)

Subjects/Keywords: Magnetisation; Ductility; Shape memory alloys; Magnetic properties; Ferromagnetic; Martensitic transformation

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APA (6th Edition):

WU, Z. (2011). Development of Ni-Mn-based ferromagnetic shape memory alloys. (Doctoral Dissertation). University of Western Australia. Retrieved from http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=32863&local_base=GEN01-INS01

Chicago Manual of Style (16th Edition):

WU, Zhigang. “Development of Ni-Mn-based ferromagnetic shape memory alloys.” 2011. Doctoral Dissertation, University of Western Australia. Accessed February 18, 2020. http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=32863&local_base=GEN01-INS01.

MLA Handbook (7th Edition):

WU, Zhigang. “Development of Ni-Mn-based ferromagnetic shape memory alloys.” 2011. Web. 18 Feb 2020.

Vancouver:

WU Z. Development of Ni-Mn-based ferromagnetic shape memory alloys. [Internet] [Doctoral dissertation]. University of Western Australia; 2011. [cited 2020 Feb 18]. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=32863&local_base=GEN01-INS01.

Council of Science Editors:

WU Z. Development of Ni-Mn-based ferromagnetic shape memory alloys. [Doctoral Dissertation]. University of Western Australia; 2011. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=32863&local_base=GEN01-INS01


Case Western Reserve University

14. Poerschke, David L. Mechanical Properties of Oxide Dispersion Strengthened Molybdenum Alloys.

Degree: MSs (Engineering), Materials Science and Engineering, 2009, Case Western Reserve University

 Lanthanum oxide dispersion strengthened (ODS) molybdenum has excellent high temperature properties but low ductility. The effect of heat treatment on the mechanical properties and formability… (more)

Subjects/Keywords: Materials Science; Metallurgy; molybdenum; ODS; ductility; oxide dispersion strengthening; high temperature

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APA (6th Edition):

Poerschke, D. L. (2009). Mechanical Properties of Oxide Dispersion Strengthened Molybdenum Alloys. (Masters Thesis). Case Western Reserve University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=case1238018041

Chicago Manual of Style (16th Edition):

Poerschke, David L. “Mechanical Properties of Oxide Dispersion Strengthened Molybdenum Alloys.” 2009. Masters Thesis, Case Western Reserve University. Accessed February 18, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=case1238018041.

MLA Handbook (7th Edition):

Poerschke, David L. “Mechanical Properties of Oxide Dispersion Strengthened Molybdenum Alloys.” 2009. Web. 18 Feb 2020.

Vancouver:

Poerschke DL. Mechanical Properties of Oxide Dispersion Strengthened Molybdenum Alloys. [Internet] [Masters thesis]. Case Western Reserve University; 2009. [cited 2020 Feb 18]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=case1238018041.

Council of Science Editors:

Poerschke DL. Mechanical Properties of Oxide Dispersion Strengthened Molybdenum Alloys. [Masters Thesis]. Case Western Reserve University; 2009. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=case1238018041


Ryerson University

15. Cvetnic, Carl Rudolph. Development of Ductile Irons for High-Temperature Applications: Characterization in the As-Cast and Oxidized States.

Degree: 2004, Ryerson University

 Ductile iron alloyed with molybdenum and different levels of aluminium and silicon was cast to determine the proper combination of elements to increase the temperature… (more)

Subjects/Keywords: Cast-iron  – Ductility; Iron alloys

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APA (6th Edition):

Cvetnic, C. R. (2004). Development of Ductile Irons for High-Temperature Applications: Characterization in the As-Cast and Oxidized States. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1964

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Cvetnic, Carl Rudolph. “Development of Ductile Irons for High-Temperature Applications: Characterization in the As-Cast and Oxidized States.” 2004. Thesis, Ryerson University. Accessed February 18, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A1964.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Cvetnic, Carl Rudolph. “Development of Ductile Irons for High-Temperature Applications: Characterization in the As-Cast and Oxidized States.” 2004. Web. 18 Feb 2020.

Vancouver:

Cvetnic CR. Development of Ductile Irons for High-Temperature Applications: Characterization in the As-Cast and Oxidized States. [Internet] [Thesis]. Ryerson University; 2004. [cited 2020 Feb 18]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1964.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Cvetnic CR. Development of Ductile Irons for High-Temperature Applications: Characterization in the As-Cast and Oxidized States. [Thesis]. Ryerson University; 2004. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1964

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Adelaide

16. Haskett, Matthew Henry Thomas. The discrete rigid body rotation of reinforced concrete beams using partial interaction and shear friction theory.

Degree: 2010, University of Adelaide

 In reinforced concrete members, two types of deformations exist: deformations due to curvature distribution and deformation due to discrete localised conditions such as cracks. The… (more)

Subjects/Keywords: reinforced concrete beams; FRP; partial interaction theory; ductility; moment redistribution; bond

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

APA (6th Edition):

Haskett, M. H. T. (2010). The discrete rigid body rotation of reinforced concrete beams using partial interaction and shear friction theory. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/64584

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Haskett, Matthew Henry Thomas. “The discrete rigid body rotation of reinforced concrete beams using partial interaction and shear friction theory.” 2010. Thesis, University of Adelaide. Accessed February 18, 2020. http://hdl.handle.net/2440/64584.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Haskett, Matthew Henry Thomas. “The discrete rigid body rotation of reinforced concrete beams using partial interaction and shear friction theory.” 2010. Web. 18 Feb 2020.

Vancouver:

Haskett MHT. The discrete rigid body rotation of reinforced concrete beams using partial interaction and shear friction theory. [Internet] [Thesis]. University of Adelaide; 2010. [cited 2020 Feb 18]. Available from: http://hdl.handle.net/2440/64584.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Haskett MHT. The discrete rigid body rotation of reinforced concrete beams using partial interaction and shear friction theory. [Thesis]. University of Adelaide; 2010. Available from: http://hdl.handle.net/2440/64584

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Adelaide

17. Sobuz, Md. Habibur Rahman. The manufacture and compressive ductility of ultra-high performance fiber reinforced concrete utilising conventional materials.

Degree: 2016, University of Adelaide

 Concrete is a revolutionary material and has been used in civil engineering applications since the ancient Romans period. In the past century concrete has undergone… (more)

Subjects/Keywords: UHPFRC; workability; compressive strength; RC beams; flexural ductility

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APA (6th Edition):

Sobuz, M. H. R. (2016). The manufacture and compressive ductility of ultra-high performance fiber reinforced concrete utilising conventional materials. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/101480

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Sobuz, Md Habibur Rahman. “The manufacture and compressive ductility of ultra-high performance fiber reinforced concrete utilising conventional materials.” 2016. Thesis, University of Adelaide. Accessed February 18, 2020. http://hdl.handle.net/2440/101480.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Sobuz, Md Habibur Rahman. “The manufacture and compressive ductility of ultra-high performance fiber reinforced concrete utilising conventional materials.” 2016. Web. 18 Feb 2020.

Vancouver:

Sobuz MHR. The manufacture and compressive ductility of ultra-high performance fiber reinforced concrete utilising conventional materials. [Internet] [Thesis]. University of Adelaide; 2016. [cited 2020 Feb 18]. Available from: http://hdl.handle.net/2440/101480.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Sobuz MHR. The manufacture and compressive ductility of ultra-high performance fiber reinforced concrete utilising conventional materials. [Thesis]. University of Adelaide; 2016. Available from: http://hdl.handle.net/2440/101480

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Deakin University

18. Saha, Gourab. Abrasive wear of alloys for ground engaging tools.

Degree: 2017, Deakin University

 The work highlights wear mechanisms of excavator digger teeth and its laboratory recreation using tumbler and scratch tests. Martensitic steels found to be better for… (more)

Subjects/Keywords: worn digger tooth; failure analysis; low alloy steel; scratch ductility

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APA (6th Edition):

Saha, G. (2017). Abrasive wear of alloys for ground engaging tools. (Thesis). Deakin University. Retrieved from http://hdl.handle.net/10536/DRO/DU:30103712

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Saha, Gourab. “Abrasive wear of alloys for ground engaging tools.” 2017. Thesis, Deakin University. Accessed February 18, 2020. http://hdl.handle.net/10536/DRO/DU:30103712.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Saha, Gourab. “Abrasive wear of alloys for ground engaging tools.” 2017. Web. 18 Feb 2020.

Vancouver:

Saha G. Abrasive wear of alloys for ground engaging tools. [Internet] [Thesis]. Deakin University; 2017. [cited 2020 Feb 18]. Available from: http://hdl.handle.net/10536/DRO/DU:30103712.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Saha G. Abrasive wear of alloys for ground engaging tools. [Thesis]. Deakin University; 2017. Available from: http://hdl.handle.net/10536/DRO/DU:30103712

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Delft University of Technology

19. Dobrescu, M. Influence of Ductility in the Design of (High Strength) Steel Bridges:.

Degree: 2014, Delft University of Technology

 In connections of steel structures stress concentrations occur due to the rapid geometric changes in the cross section. If the material has sufficient ductility then,… (more)

Subjects/Keywords: Ductility; High Strength Steel; Yield-Tensile Ratio; Linear to Nonlinear Analysis

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APA (6th Edition):

Dobrescu, M. (2014). Influence of Ductility in the Design of (High Strength) Steel Bridges:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:90f0e3b4-bea0-45e5-b94d-18c5a37e376a

Chicago Manual of Style (16th Edition):

Dobrescu, M. “Influence of Ductility in the Design of (High Strength) Steel Bridges:.” 2014. Masters Thesis, Delft University of Technology. Accessed February 18, 2020. http://resolver.tudelft.nl/uuid:90f0e3b4-bea0-45e5-b94d-18c5a37e376a.

MLA Handbook (7th Edition):

Dobrescu, M. “Influence of Ductility in the Design of (High Strength) Steel Bridges:.” 2014. Web. 18 Feb 2020.

Vancouver:

Dobrescu M. Influence of Ductility in the Design of (High Strength) Steel Bridges:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2020 Feb 18]. Available from: http://resolver.tudelft.nl/uuid:90f0e3b4-bea0-45e5-b94d-18c5a37e376a.

Council of Science Editors:

Dobrescu M. Influence of Ductility in the Design of (High Strength) Steel Bridges:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:90f0e3b4-bea0-45e5-b94d-18c5a37e376a


University of Tennessee – Knoxville

20. Bohling, John William. Evaluation of the Potential for Weld-Related Cracking in Cast 20Cr-32Ni-1Nb Heat-Resistant Stainless Steel.

Degree: MS, Materials Science and Engineering, 2016, University of Tennessee – Knoxville

  Steam reforming of hydrocarbons is an important process for the production of hydrogen for industrial needs, such as ammonia synthesis. Due to the high… (more)

Subjects/Keywords: microstructure; hot ductility; Gleeble; heat resistant alloy; Metallurgy

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APA (6th Edition):

Bohling, J. W. (2016). Evaluation of the Potential for Weld-Related Cracking in Cast 20Cr-32Ni-1Nb Heat-Resistant Stainless Steel. (Thesis). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_gradthes/4022

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Bohling, John William. “Evaluation of the Potential for Weld-Related Cracking in Cast 20Cr-32Ni-1Nb Heat-Resistant Stainless Steel.” 2016. Thesis, University of Tennessee – Knoxville. Accessed February 18, 2020. https://trace.tennessee.edu/utk_gradthes/4022.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Bohling, John William. “Evaluation of the Potential for Weld-Related Cracking in Cast 20Cr-32Ni-1Nb Heat-Resistant Stainless Steel.” 2016. Web. 18 Feb 2020.

Vancouver:

Bohling JW. Evaluation of the Potential for Weld-Related Cracking in Cast 20Cr-32Ni-1Nb Heat-Resistant Stainless Steel. [Internet] [Thesis]. University of Tennessee – Knoxville; 2016. [cited 2020 Feb 18]. Available from: https://trace.tennessee.edu/utk_gradthes/4022.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Bohling JW. Evaluation of the Potential for Weld-Related Cracking in Cast 20Cr-32Ni-1Nb Heat-Resistant Stainless Steel. [Thesis]. University of Tennessee – Knoxville; 2016. Available from: https://trace.tennessee.edu/utk_gradthes/4022

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Waterloo

21. Scott, Benjamin Donald. Flexural Behaviour of Stay-In-Place PVC Encased Reinforced Concrete Walls with Various Panel Types.

Degree: 2014, University of Waterloo

 The use of stay-in-place (SIP) formwork has become an increasingly popular tool for concrete structures, providing advantages in construction scheduling and labour reduction. Stay-in-place formwork… (more)

Subjects/Keywords: Civil Engineering; Ductility; Flexure; PVC; Reinforced Concrete; Stay-in-Place Formwork

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

APA (6th Edition):

Scott, B. D. (2014). Flexural Behaviour of Stay-In-Place PVC Encased Reinforced Concrete Walls with Various Panel Types. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/8607

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Scott, Benjamin Donald. “Flexural Behaviour of Stay-In-Place PVC Encased Reinforced Concrete Walls with Various Panel Types.” 2014. Thesis, University of Waterloo. Accessed February 18, 2020. http://hdl.handle.net/10012/8607.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Scott, Benjamin Donald. “Flexural Behaviour of Stay-In-Place PVC Encased Reinforced Concrete Walls with Various Panel Types.” 2014. Web. 18 Feb 2020.

Vancouver:

Scott BD. Flexural Behaviour of Stay-In-Place PVC Encased Reinforced Concrete Walls with Various Panel Types. [Internet] [Thesis]. University of Waterloo; 2014. [cited 2020 Feb 18]. Available from: http://hdl.handle.net/10012/8607.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Scott BD. Flexural Behaviour of Stay-In-Place PVC Encased Reinforced Concrete Walls with Various Panel Types. [Thesis]. University of Waterloo; 2014. Available from: http://hdl.handle.net/10012/8607

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Wollongong

22. Karim, Hogr. Behaviour of circular concrete columns reinforced with GFRP bars and GFRP helices.

Degree: PhD, 2016, University of Wollongong

  Glass Fibre Reinforced Polymer (GFRP) bar has emerged as a preferable alternative to steel bar in Reinforced Concrete (RC) members in harsh, corrosive, and… (more)

Subjects/Keywords: reinforced concrete; columns; GFRP bars; eccentric load; ductility

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APA (6th Edition):

Karim, H. (2016). Behaviour of circular concrete columns reinforced with GFRP bars and GFRP helices. (Doctoral Dissertation). University of Wollongong. Retrieved from 0905 CIVIL ENGINEERING ; https://ro.uow.edu.au/theses/4776

Chicago Manual of Style (16th Edition):

Karim, Hogr. “Behaviour of circular concrete columns reinforced with GFRP bars and GFRP helices.” 2016. Doctoral Dissertation, University of Wollongong. Accessed February 18, 2020. 0905 CIVIL ENGINEERING ; https://ro.uow.edu.au/theses/4776.

MLA Handbook (7th Edition):

Karim, Hogr. “Behaviour of circular concrete columns reinforced with GFRP bars and GFRP helices.” 2016. Web. 18 Feb 2020.

Vancouver:

Karim H. Behaviour of circular concrete columns reinforced with GFRP bars and GFRP helices. [Internet] [Doctoral dissertation]. University of Wollongong; 2016. [cited 2020 Feb 18]. Available from: 0905 CIVIL ENGINEERING ; https://ro.uow.edu.au/theses/4776.

Council of Science Editors:

Karim H. Behaviour of circular concrete columns reinforced with GFRP bars and GFRP helices. [Doctoral Dissertation]. University of Wollongong; 2016. Available from: 0905 CIVIL ENGINEERING ; https://ro.uow.edu.au/theses/4776


University of Toronto

23. Luo, Wei Jun Wei. Behaviour and Analysis of Steel Fibre-reinforced Concrete under Reversed Cyclic Loading.

Degree: 2014, University of Toronto

It is well known that the monotonic behaviour of reinforced concrete can be improved with the addition of steel fibres. However, test data on the… (more)

Subjects/Keywords: ductility; panel tests; reinforcement; shear; steel fibre; strength; 0543

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

APA (6th Edition):

Luo, W. J. W. (2014). Behaviour and Analysis of Steel Fibre-reinforced Concrete under Reversed Cyclic Loading. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/67895

Chicago Manual of Style (16th Edition):

Luo, Wei Jun Wei. “Behaviour and Analysis of Steel Fibre-reinforced Concrete under Reversed Cyclic Loading.” 2014. Masters Thesis, University of Toronto. Accessed February 18, 2020. http://hdl.handle.net/1807/67895.

MLA Handbook (7th Edition):

Luo, Wei Jun Wei. “Behaviour and Analysis of Steel Fibre-reinforced Concrete under Reversed Cyclic Loading.” 2014. Web. 18 Feb 2020.

Vancouver:

Luo WJW. Behaviour and Analysis of Steel Fibre-reinforced Concrete under Reversed Cyclic Loading. [Internet] [Masters thesis]. University of Toronto; 2014. [cited 2020 Feb 18]. Available from: http://hdl.handle.net/1807/67895.

Council of Science Editors:

Luo WJW. Behaviour and Analysis of Steel Fibre-reinforced Concrete under Reversed Cyclic Loading. [Masters Thesis]. University of Toronto; 2014. Available from: http://hdl.handle.net/1807/67895


University of New South Wales

24. Lin, Chang. Development and characterization of strain-hardening cementitious composites with high volume fly ash.

Degree: Engineering & Information Technology Canberra, 2013, University of New South Wales

 In contrast with the brittleness of concrete, strain-hardening cementitious composites (SHCC) have high ductility and toughness. However, SHCC mixtures generally contain a high cement content,… (more)

Subjects/Keywords: Multiple-cracking; Cementitious composites; Strain-hardening; Toughness; Ductility; Fibre reinforcement

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APA (6th Edition):

Lin, C. (2013). Development and characterization of strain-hardening cementitious composites with high volume fly ash. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/53376 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12071/SOURCE01?view=true

Chicago Manual of Style (16th Edition):

Lin, Chang. “Development and characterization of strain-hardening cementitious composites with high volume fly ash.” 2013. Doctoral Dissertation, University of New South Wales. Accessed February 18, 2020. http://handle.unsw.edu.au/1959.4/53376 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12071/SOURCE01?view=true.

MLA Handbook (7th Edition):

Lin, Chang. “Development and characterization of strain-hardening cementitious composites with high volume fly ash.” 2013. Web. 18 Feb 2020.

Vancouver:

Lin C. Development and characterization of strain-hardening cementitious composites with high volume fly ash. [Internet] [Doctoral dissertation]. University of New South Wales; 2013. [cited 2020 Feb 18]. Available from: http://handle.unsw.edu.au/1959.4/53376 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12071/SOURCE01?view=true.

Council of Science Editors:

Lin C. Development and characterization of strain-hardening cementitious composites with high volume fly ash. [Doctoral Dissertation]. University of New South Wales; 2013. Available from: http://handle.unsw.edu.au/1959.4/53376 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12071/SOURCE01?view=true

25. Araba, Almahdi M. A. A. Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars.

Degree: PhD, 2017, University of Bradford

 An investigation on the application of hybrid glass fibre reinforced polymer (GFRP) and steel bars bars as longitudinal reinforcement for simple and continuous concrete beams… (more)

Subjects/Keywords: Continuous members; Hybrid reinforcement; GFRP bars; Ductility; Moment redistribution; Concrete beams

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APA (6th Edition):

Araba, A. M. A. A. (2017). Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars. (Doctoral Dissertation). University of Bradford. Retrieved from http://hdl.handle.net/10454/16920

Chicago Manual of Style (16th Edition):

Araba, Almahdi M A A. “Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars.” 2017. Doctoral Dissertation, University of Bradford. Accessed February 18, 2020. http://hdl.handle.net/10454/16920.

MLA Handbook (7th Edition):

Araba, Almahdi M A A. “Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars.” 2017. Web. 18 Feb 2020.

Vancouver:

Araba AMAA. Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars. [Internet] [Doctoral dissertation]. University of Bradford; 2017. [cited 2020 Feb 18]. Available from: http://hdl.handle.net/10454/16920.

Council of Science Editors:

Araba AMAA. Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars. [Doctoral Dissertation]. University of Bradford; 2017. Available from: http://hdl.handle.net/10454/16920

26. Adwan, Osama K. Engineering properties and structural behaviour of high strength reinforced concrete beams.

Degree: PhD, 1997, Abertay University

 High Strength Concrete (HSC) has become a viable alternative to lower strength concrete. However, its utilisation is increasing faster than the development of suitable design… (more)

Subjects/Keywords: 624.1; Concrete; Shear; Ductility

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APA (6th Edition):

Adwan, O. K. (1997). Engineering properties and structural behaviour of high strength reinforced concrete beams. (Doctoral Dissertation). Abertay University. Retrieved from https://rke.abertay.ac.uk/en/studentTheses/8e5ad506-b311-4cd4-ab42-e2f422368bf9 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.360744

Chicago Manual of Style (16th Edition):

Adwan, Osama K. “Engineering properties and structural behaviour of high strength reinforced concrete beams.” 1997. Doctoral Dissertation, Abertay University. Accessed February 18, 2020. https://rke.abertay.ac.uk/en/studentTheses/8e5ad506-b311-4cd4-ab42-e2f422368bf9 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.360744.

MLA Handbook (7th Edition):

Adwan, Osama K. “Engineering properties and structural behaviour of high strength reinforced concrete beams.” 1997. Web. 18 Feb 2020.

Vancouver:

Adwan OK. Engineering properties and structural behaviour of high strength reinforced concrete beams. [Internet] [Doctoral dissertation]. Abertay University; 1997. [cited 2020 Feb 18]. Available from: https://rke.abertay.ac.uk/en/studentTheses/8e5ad506-b311-4cd4-ab42-e2f422368bf9 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.360744.

Council of Science Editors:

Adwan OK. Engineering properties and structural behaviour of high strength reinforced concrete beams. [Doctoral Dissertation]. Abertay University; 1997. Available from: https://rke.abertay.ac.uk/en/studentTheses/8e5ad506-b311-4cd4-ab42-e2f422368bf9 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.360744


University of Toronto

27. Tavassoli, Arsalan. Behaviour of Circular Concrete Columns Internally Reinforced with Steel and GFRP under Simulated Earthquake Load.

Degree: 2015, University of Toronto

In order to address the issue of corrosion of steel in concrete structures, Glass Fiber Reinforced Polymer (GFRP) is slowly gaining acceptability as a replacement… (more)

Subjects/Keywords: Circular concrete column; Corrosion; Ductility; Flexural strength; GFRP confinement; 0543

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APA (6th Edition):

Tavassoli, A. (2015). Behaviour of Circular Concrete Columns Internally Reinforced with Steel and GFRP under Simulated Earthquake Load. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/73826

Chicago Manual of Style (16th Edition):

Tavassoli, Arsalan. “Behaviour of Circular Concrete Columns Internally Reinforced with Steel and GFRP under Simulated Earthquake Load.” 2015. Masters Thesis, University of Toronto. Accessed February 18, 2020. http://hdl.handle.net/1807/73826.

MLA Handbook (7th Edition):

Tavassoli, Arsalan. “Behaviour of Circular Concrete Columns Internally Reinforced with Steel and GFRP under Simulated Earthquake Load.” 2015. Web. 18 Feb 2020.

Vancouver:

Tavassoli A. Behaviour of Circular Concrete Columns Internally Reinforced with Steel and GFRP under Simulated Earthquake Load. [Internet] [Masters thesis]. University of Toronto; 2015. [cited 2020 Feb 18]. Available from: http://hdl.handle.net/1807/73826.

Council of Science Editors:

Tavassoli A. Behaviour of Circular Concrete Columns Internally Reinforced with Steel and GFRP under Simulated Earthquake Load. [Masters Thesis]. University of Toronto; 2015. Available from: http://hdl.handle.net/1807/73826


New Jersey Institute of Technology

28. Fuchs, Brian Edward. Shaped charges having a porous tungsten liner-an experimental and theoretical study of metal compression, jet formation and penetration mechanics.

Degree: PhD, Mechanical Engineering, 1996, New Jersey Institute of Technology

  The use of porous tungsten as a liner for shaped charges to improve their penetration was proposed by Ki-Hwan Oh in his invention disclosure… (more)

Subjects/Keywords: Detonation.; Tungsten – Ductility.; Mechanical Engineering

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

APA (6th Edition):

Fuchs, B. E. (1996). Shaped charges having a porous tungsten liner-an experimental and theoretical study of metal compression, jet formation and penetration mechanics. (Doctoral Dissertation). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/dissertations/1055

Chicago Manual of Style (16th Edition):

Fuchs, Brian Edward. “Shaped charges having a porous tungsten liner-an experimental and theoretical study of metal compression, jet formation and penetration mechanics.” 1996. Doctoral Dissertation, New Jersey Institute of Technology. Accessed February 18, 2020. https://digitalcommons.njit.edu/dissertations/1055.

MLA Handbook (7th Edition):

Fuchs, Brian Edward. “Shaped charges having a porous tungsten liner-an experimental and theoretical study of metal compression, jet formation and penetration mechanics.” 1996. Web. 18 Feb 2020.

Vancouver:

Fuchs BE. Shaped charges having a porous tungsten liner-an experimental and theoretical study of metal compression, jet formation and penetration mechanics. [Internet] [Doctoral dissertation]. New Jersey Institute of Technology; 1996. [cited 2020 Feb 18]. Available from: https://digitalcommons.njit.edu/dissertations/1055.

Council of Science Editors:

Fuchs BE. Shaped charges having a porous tungsten liner-an experimental and theoretical study of metal compression, jet formation and penetration mechanics. [Doctoral Dissertation]. New Jersey Institute of Technology; 1996. Available from: https://digitalcommons.njit.edu/dissertations/1055


University of Sydney

29. Ahmed, Tanim. DOWN-AISLE SEISMIC BEHAVIOUR OF DRIVE-IN STEEL STORAGE RACKS .

Degree: 2017, University of Sydney

 Steel storage racks are extensively used as an essential element in warehouses, manufacturing facilities and distribution/logistic centres throughout the world as an economic and efficient… (more)

Subjects/Keywords: drive-in rack; seismic design; steel; ductility; finite element

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

APA (6th Edition):

Ahmed, T. (2017). DOWN-AISLE SEISMIC BEHAVIOUR OF DRIVE-IN STEEL STORAGE RACKS . (Thesis). University of Sydney. Retrieved from http://hdl.handle.net/2123/16204

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Ahmed, Tanim. “DOWN-AISLE SEISMIC BEHAVIOUR OF DRIVE-IN STEEL STORAGE RACKS .” 2017. Thesis, University of Sydney. Accessed February 18, 2020. http://hdl.handle.net/2123/16204.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Ahmed, Tanim. “DOWN-AISLE SEISMIC BEHAVIOUR OF DRIVE-IN STEEL STORAGE RACKS .” 2017. Web. 18 Feb 2020.

Vancouver:

Ahmed T. DOWN-AISLE SEISMIC BEHAVIOUR OF DRIVE-IN STEEL STORAGE RACKS . [Internet] [Thesis]. University of Sydney; 2017. [cited 2020 Feb 18]. Available from: http://hdl.handle.net/2123/16204.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Ahmed T. DOWN-AISLE SEISMIC BEHAVIOUR OF DRIVE-IN STEEL STORAGE RACKS . [Thesis]. University of Sydney; 2017. Available from: http://hdl.handle.net/2123/16204

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


The Ohio State University

30. Gallagher, Morgan Leo. An investigation of the elevated temperature cracking susceptibility of alloy C-22 weld-metal.

Degree: PhD, Welding Engineering, 2008, The Ohio State University

 The use of nickel-base alloys has increased in recent years as the demand for high-temperature corrosion resistant alloys increases. However, the introduction of new alloys… (more)

Subjects/Keywords: Alloy C-22; Corrosion Resistant Alloys; Yucca Mountain Project; Weldability; Solidification Cracking; Ductility Dip Cracking; Varestraint Test; Strain to Fracture Test; Hot Ductility Test

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

APA (6th Edition):

Gallagher, M. L. (2008). An investigation of the elevated temperature cracking susceptibility of alloy C-22 weld-metal. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1198824264

Chicago Manual of Style (16th Edition):

Gallagher, Morgan Leo. “An investigation of the elevated temperature cracking susceptibility of alloy C-22 weld-metal.” 2008. Doctoral Dissertation, The Ohio State University. Accessed February 18, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu1198824264.

MLA Handbook (7th Edition):

Gallagher, Morgan Leo. “An investigation of the elevated temperature cracking susceptibility of alloy C-22 weld-metal.” 2008. Web. 18 Feb 2020.

Vancouver:

Gallagher ML. An investigation of the elevated temperature cracking susceptibility of alloy C-22 weld-metal. [Internet] [Doctoral dissertation]. The Ohio State University; 2008. [cited 2020 Feb 18]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1198824264.

Council of Science Editors:

Gallagher ML. An investigation of the elevated temperature cracking susceptibility of alloy C-22 weld-metal. [Doctoral Dissertation]. The Ohio State University; 2008. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1198824264

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