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You searched for subject:(ductility). Showing records 61 – 90 of 267 total matches.

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Cape Peninsula University of Technology

61. Longela, Makusudi Simon. The development of an artificial hand using nickel-titanium as actuators .

Degree: 2013, Cape Peninsula University of Technology

 This thesis outlines a proposed mechanical design, prototyping and testing of a five fingered artificial hand made of 15 articulated joints actuated by Shape Memory… (more)

Subjects/Keywords: Biomedical engineering; Medical technology; Nickel-titanium alloys; Shape memory alloys; Actuators; Ductility metals; Artificial muscle functions; Five fingered artificial hand

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

APA (6th Edition):

Longela, M. S. (2013). The development of an artificial hand using nickel-titanium as actuators . (Thesis). Cape Peninsula University of Technology. Retrieved from http://etd.cput.ac.za/handle/20.500.11838/2229

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):

Longela, Makusudi Simon. “The development of an artificial hand using nickel-titanium as actuators .” 2013. Thesis, Cape Peninsula University of Technology. Accessed November 14, 2019. http://etd.cput.ac.za/handle/20.500.11838/2229.

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

MLA Handbook (7th Edition):

Longela, Makusudi Simon. “The development of an artificial hand using nickel-titanium as actuators .” 2013. Web. 14 Nov 2019.

Vancouver:

Longela MS. The development of an artificial hand using nickel-titanium as actuators . [Internet] [Thesis]. Cape Peninsula University of Technology; 2013. [cited 2019 Nov 14]. Available from: http://etd.cput.ac.za/handle/20.500.11838/2229.

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

Council of Science Editors:

Longela MS. The development of an artificial hand using nickel-titanium as actuators . [Thesis]. Cape Peninsula University of Technology; 2013. Available from: http://etd.cput.ac.za/handle/20.500.11838/2229

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


Hong Kong University of Science and Technology

62. Chen, Haibin. Understanding the essential work of fracture at the molecular level.

Degree: 2006, Hong Kong University of Science and Technology

 The essential work of fracture (EWF), a tool for characterizing fracture toughness of ductile materials, is becoming popular due to its simplicity and usefulness. On… (more)

Subjects/Keywords: Polymers  – Fracture; Polymers  – Ductility; Polymers  – Mechanical properties

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APA (6th Edition):

Chen, H. (2006). Understanding the essential work of fracture at the molecular level. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-b924487 ; http://repository.ust.hk/ir/bitstream/1783.1-2734/1/th_redirect.html

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):

Chen, Haibin. “Understanding the essential work of fracture at the molecular level.” 2006. Thesis, Hong Kong University of Science and Technology. Accessed November 14, 2019. https://doi.org/10.14711/thesis-b924487 ; http://repository.ust.hk/ir/bitstream/1783.1-2734/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Chen, Haibin. “Understanding the essential work of fracture at the molecular level.” 2006. Web. 14 Nov 2019.

Vancouver:

Chen H. Understanding the essential work of fracture at the molecular level. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2006. [cited 2019 Nov 14]. Available from: https://doi.org/10.14711/thesis-b924487 ; http://repository.ust.hk/ir/bitstream/1783.1-2734/1/th_redirect.html.

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

Council of Science Editors:

Chen H. Understanding the essential work of fracture at the molecular level. [Thesis]. Hong Kong University of Science and Technology; 2006. Available from: https://doi.org/10.14711/thesis-b924487 ; http://repository.ust.hk/ir/bitstream/1783.1-2734/1/th_redirect.html

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


University of California – San Diego

63. Trautner, Christopher Anderson. Steel Baseplate Connections with Ductile Anchors for the Improved Seismic Performance of Structural Systems.

Degree: Structural Engineering, 2016, University of California – San Diego

 Baseplate connections, typically consisting of a steel baseplate welded to the terminus of a structural member, concrete anchors, and grout, are common features in buildings… (more)

Subjects/Keywords: Civil engineering; Mechanical engineering; Mechanics; Column Uplift; Concrete Anchorage; Ductility; Earthquake Engineering; Rocking Systems; Structural Engineering

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APA (6th Edition):

Trautner, C. A. (2016). Steel Baseplate Connections with Ductile Anchors for the Improved Seismic Performance of Structural Systems. (Thesis). University of California – San Diego. Retrieved from http://www.escholarship.org/uc/item/9vg3s3tv

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):

Trautner, Christopher Anderson. “Steel Baseplate Connections with Ductile Anchors for the Improved Seismic Performance of Structural Systems.” 2016. Thesis, University of California – San Diego. Accessed November 14, 2019. http://www.escholarship.org/uc/item/9vg3s3tv.

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

MLA Handbook (7th Edition):

Trautner, Christopher Anderson. “Steel Baseplate Connections with Ductile Anchors for the Improved Seismic Performance of Structural Systems.” 2016. Web. 14 Nov 2019.

Vancouver:

Trautner CA. Steel Baseplate Connections with Ductile Anchors for the Improved Seismic Performance of Structural Systems. [Internet] [Thesis]. University of California – San Diego; 2016. [cited 2019 Nov 14]. Available from: http://www.escholarship.org/uc/item/9vg3s3tv.

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

Council of Science Editors:

Trautner CA. Steel Baseplate Connections with Ductile Anchors for the Improved Seismic Performance of Structural Systems. [Thesis]. University of California – San Diego; 2016. Available from: http://www.escholarship.org/uc/item/9vg3s3tv

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


University of Florida

64. Kim, Jae Yoon. Frequency Domain Assessment of Direct Shear in Normal and Ultra-High-Performance Concretes.

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

 Direct shear is recognized as a possible response mechanism in structural concrete systems subjected to severe dynamic loads, and it could lead to catastrophic failure.… (more)

Subjects/Keywords: Ductility; Fast Fourier transformations; Fourier series; Fourier transformations; Geometric planes; High frequencies; Specimens; Statics; Steels; Velocity; frequency  – impact  – shear  – uhpc

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APA (6th Edition):

Kim, J. Y. (2014). Frequency Domain Assessment of Direct Shear in Normal and Ultra-High-Performance Concretes. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0046851

Chicago Manual of Style (16th Edition):

Kim, Jae Yoon. “Frequency Domain Assessment of Direct Shear in Normal and Ultra-High-Performance Concretes.” 2014. Masters Thesis, University of Florida. Accessed November 14, 2019. http://ufdc.ufl.edu/UFE0046851.

MLA Handbook (7th Edition):

Kim, Jae Yoon. “Frequency Domain Assessment of Direct Shear in Normal and Ultra-High-Performance Concretes.” 2014. Web. 14 Nov 2019.

Vancouver:

Kim JY. Frequency Domain Assessment of Direct Shear in Normal and Ultra-High-Performance Concretes. [Internet] [Masters thesis]. University of Florida; 2014. [cited 2019 Nov 14]. Available from: http://ufdc.ufl.edu/UFE0046851.

Council of Science Editors:

Kim JY. Frequency Domain Assessment of Direct Shear in Normal and Ultra-High-Performance Concretes. [Masters Thesis]. University of Florida; 2014. Available from: http://ufdc.ufl.edu/UFE0046851

65. 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

…steel reinforced concrete beams. Therefore, the definition of ductility based on the energy… …maximum load capacity, shear strength, deflections and ductility. One of the objectives of the… …effect of addition of polypropylene 6 fibers to the concrete on the ductility of the slabs… …ductility to the concrete. Post-crack performance in fiber reinforced concrete was assessed using… 

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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 November 14, 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. 14 Nov 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 Nov 14]. 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


University of Manchester

66. Yaqub, Muhammad. Axial compressive and seismic shear performance of post-heated columns repaired with composite materials.

Degree: 2010, University of Manchester

 In the light of extreme events of natural disasters (earthquakes or hurricanes) and accidents (fire or explosion), repairing and strengthening of existing concrete structures has… (more)

Subjects/Keywords: Un-heated column; Post-heated columns; GFRP; CFRP; Axial compressive strength; Shear strength; Lateral strength; Seismic shear performance; Ductility; Energy dissipation

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APA (6th Edition):

Yaqub, M. (2010). Axial compressive and seismic shear performance of post-heated columns repaired with composite materials. (Doctoral Dissertation). University of Manchester. Retrieved from http://www.manchester.ac.uk/escholar/uk-ac-man-scw:101698

Chicago Manual of Style (16th Edition):

Yaqub, Muhammad. “Axial compressive and seismic shear performance of post-heated columns repaired with composite materials.” 2010. Doctoral Dissertation, University of Manchester. Accessed November 14, 2019. http://www.manchester.ac.uk/escholar/uk-ac-man-scw:101698.

MLA Handbook (7th Edition):

Yaqub, Muhammad. “Axial compressive and seismic shear performance of post-heated columns repaired with composite materials.” 2010. Web. 14 Nov 2019.

Vancouver:

Yaqub M. Axial compressive and seismic shear performance of post-heated columns repaired with composite materials. [Internet] [Doctoral dissertation]. University of Manchester; 2010. [cited 2019 Nov 14]. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:101698.

Council of Science Editors:

Yaqub M. Axial compressive and seismic shear performance of post-heated columns repaired with composite materials. [Doctoral Dissertation]. University of Manchester; 2010. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:101698


McMaster University

67. Lereim, Jon. Small Scale Fracture Toughness Testing.

Degree: MEngr, 1978, McMaster University

Small scale tests were utilized in order to obtain characteristic fracture mechanics parameters such as the crack opening displacement (C.O.D.) and the J-integral. Two… (more)

Subjects/Keywords: fracture toughness; fracture mechanics; notch geometry; ductility; microstructural parameter

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APA (6th Edition):

Lereim, J. (1978). Small Scale Fracture Toughness Testing. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/18616

Chicago Manual of Style (16th Edition):

Lereim, Jon. “Small Scale Fracture Toughness Testing.” 1978. Masters Thesis, McMaster University. Accessed November 14, 2019. http://hdl.handle.net/11375/18616.

MLA Handbook (7th Edition):

Lereim, Jon. “Small Scale Fracture Toughness Testing.” 1978. Web. 14 Nov 2019.

Vancouver:

Lereim J. Small Scale Fracture Toughness Testing. [Internet] [Masters thesis]. McMaster University; 1978. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/11375/18616.

Council of Science Editors:

Lereim J. Small Scale Fracture Toughness Testing. [Masters Thesis]. McMaster University; 1978. Available from: http://hdl.handle.net/11375/18616


McGill University

68. Samuel, Ehab. Serrated flow and enhanced ductility in coarse-grained Al-Mg alloys.

Degree: PhD, Department of Mining and Materials Engineering., 2008, McGill University

Aluminum 5XXX alloys are of industrial importance and interest as they combine a wide range of desirable strength, forming and welding characteristics with a high… (more)

Subjects/Keywords: Aluminum-magnesium alloys  – Metallurgy.; Aluminum-magnesium alloys  – Ductility.

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APA (6th Edition):

Samuel, E. (2008). Serrated flow and enhanced ductility in coarse-grained Al-Mg alloys. (Doctoral Dissertation). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile115867.pdf

Chicago Manual of Style (16th Edition):

Samuel, Ehab. “Serrated flow and enhanced ductility in coarse-grained Al-Mg alloys.” 2008. Doctoral Dissertation, McGill University. Accessed November 14, 2019. http://digitool.library.mcgill.ca/thesisfile115867.pdf.

MLA Handbook (7th Edition):

Samuel, Ehab. “Serrated flow and enhanced ductility in coarse-grained Al-Mg alloys.” 2008. Web. 14 Nov 2019.

Vancouver:

Samuel E. Serrated flow and enhanced ductility in coarse-grained Al-Mg alloys. [Internet] [Doctoral dissertation]. McGill University; 2008. [cited 2019 Nov 14]. Available from: http://digitool.library.mcgill.ca/thesisfile115867.pdf.

Council of Science Editors:

Samuel E. Serrated flow and enhanced ductility in coarse-grained Al-Mg alloys. [Doctoral Dissertation]. McGill University; 2008. Available from: http://digitool.library.mcgill.ca/thesisfile115867.pdf


Université de Sherbrooke

69. Mohamed, Nayera Ahmed Abdel-Raheem. Strength and drift capacity of GFRP-reinforced concrete shear walls .

Degree: 2013, Université de Sherbrooke

 With the rise in constructing using FRP reinforcement, owing to corrosion problems in steel-reinforced structures, there is a need for a system to resist lateral… (more)

Subjects/Keywords: Ductility index; Drift capacity; Design; Finite element; Energy dissipation; Deformation; Shear walls; Hysteretic behavior; Cyclic loads; Concrete, GFRP bars

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APA (6th Edition):

Mohamed, N. A. A. (2013). Strength and drift capacity of GFRP-reinforced concrete shear walls . (Doctoral Dissertation). Université de Sherbrooke. Retrieved from http://hdl.handle.net/11143/6136

Chicago Manual of Style (16th Edition):

Mohamed, Nayera Ahmed Abdel-Raheem. “Strength and drift capacity of GFRP-reinforced concrete shear walls .” 2013. Doctoral Dissertation, Université de Sherbrooke. Accessed November 14, 2019. http://hdl.handle.net/11143/6136.

MLA Handbook (7th Edition):

Mohamed, Nayera Ahmed Abdel-Raheem. “Strength and drift capacity of GFRP-reinforced concrete shear walls .” 2013. Web. 14 Nov 2019.

Vancouver:

Mohamed NAA. Strength and drift capacity of GFRP-reinforced concrete shear walls . [Internet] [Doctoral dissertation]. Université de Sherbrooke; 2013. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/11143/6136.

Council of Science Editors:

Mohamed NAA. Strength and drift capacity of GFRP-reinforced concrete shear walls . [Doctoral Dissertation]. Université de Sherbrooke; 2013. Available from: http://hdl.handle.net/11143/6136


Virginia Tech

70. Durandurdu, Murat. Molecular Statics Simulation in Aluminum.

Degree: MS, Materials Science and Engineering, 1999, Virginia Tech

 Effects of dislocation emission from a mode I crack and of pinning distances on the behavior of the crack and on fracture toughness in aluminum… (more)

Subjects/Keywords: Fracture; Dislocations; Twinning; Cracks; Ductility; Atomistic Simulation

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APA (6th Edition):

Durandurdu, M. (1999). Molecular Statics Simulation in Aluminum. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33528

Chicago Manual of Style (16th Edition):

Durandurdu, Murat. “Molecular Statics Simulation in Aluminum.” 1999. Masters Thesis, Virginia Tech. Accessed November 14, 2019. http://hdl.handle.net/10919/33528.

MLA Handbook (7th Edition):

Durandurdu, Murat. “Molecular Statics Simulation in Aluminum.” 1999. Web. 14 Nov 2019.

Vancouver:

Durandurdu M. Molecular Statics Simulation in Aluminum. [Internet] [Masters thesis]. Virginia Tech; 1999. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/10919/33528.

Council of Science Editors:

Durandurdu M. Molecular Statics Simulation in Aluminum. [Masters Thesis]. Virginia Tech; 1999. Available from: http://hdl.handle.net/10919/33528


Virginia Tech

71. Carlin, Brian Patrick. Investigation of the Strength and Ductility of Reinforced Concrete Beams Strengthed with CFRP Laminates.

Degree: MS, Civil Engineering, 1998, Virginia Tech

 The use of fiber reinforced plastics (FRP) in repairing and strengthening bridges has been researched in recent years. In particular, attaching unidirectional FRP to the… (more)

Subjects/Keywords: carbon fibers; flexural strength; ductility; reinforced concrete beams

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APA (6th Edition):

Carlin, B. P. (1998). Investigation of the Strength and Ductility of Reinforced Concrete Beams Strengthed with CFRP Laminates. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36546

Chicago Manual of Style (16th Edition):

Carlin, Brian Patrick. “Investigation of the Strength and Ductility of Reinforced Concrete Beams Strengthed with CFRP Laminates.” 1998. Masters Thesis, Virginia Tech. Accessed November 14, 2019. http://hdl.handle.net/10919/36546.

MLA Handbook (7th Edition):

Carlin, Brian Patrick. “Investigation of the Strength and Ductility of Reinforced Concrete Beams Strengthed with CFRP Laminates.” 1998. Web. 14 Nov 2019.

Vancouver:

Carlin BP. Investigation of the Strength and Ductility of Reinforced Concrete Beams Strengthed with CFRP Laminates. [Internet] [Masters thesis]. Virginia Tech; 1998. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/10919/36546.

Council of Science Editors:

Carlin BP. Investigation of the Strength and Ductility of Reinforced Concrete Beams Strengthed with CFRP Laminates. [Masters Thesis]. Virginia Tech; 1998. Available from: http://hdl.handle.net/10919/36546


Curtin University of Technology

72. Islam, Mohammad M. Moment redistribution in reinforced concrete beams and one-way slabs using 500 MPa steel .

Degree: 2002, Curtin University of Technology

 In the Australian Standard, AS 3600-2001, the neutral axis parameter Ku is used as a convenient, but approximate, parameter to design for moment redistribution in… (more)

Subjects/Keywords: moment redistribution; ductility; reinforced concrete; steel reinforcement

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APA (6th Edition):

Islam, M. M. (2002). Moment redistribution in reinforced concrete beams and one-way slabs using 500 MPa steel . (Thesis). Curtin University of Technology. Retrieved from http://hdl.handle.net/20.500.11937/631

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):

Islam, Mohammad M. “Moment redistribution in reinforced concrete beams and one-way slabs using 500 MPa steel .” 2002. Thesis, Curtin University of Technology. Accessed November 14, 2019. http://hdl.handle.net/20.500.11937/631.

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

MLA Handbook (7th Edition):

Islam, Mohammad M. “Moment redistribution in reinforced concrete beams and one-way slabs using 500 MPa steel .” 2002. Web. 14 Nov 2019.

Vancouver:

Islam MM. Moment redistribution in reinforced concrete beams and one-way slabs using 500 MPa steel . [Internet] [Thesis]. Curtin University of Technology; 2002. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/20.500.11937/631.

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

Council of Science Editors:

Islam MM. Moment redistribution in reinforced concrete beams and one-way slabs using 500 MPa steel . [Thesis]. Curtin University of Technology; 2002. Available from: http://hdl.handle.net/20.500.11937/631

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

73. Sayed Moqadas, M. Investigation on the possible application of Natural fibres (Abaca fibres) as reinforcement in concrete to create ductility:.

Degree: 2014, Delft University of Technology

 Almost 3500 years ago, Egyptians used straw to reinforce mud blocks for construction purposes. Later on, concrete and metals were introduced and the interest for… (more)

Subjects/Keywords: Abaca fibre; ductility; strain-hardening; multiple-cracking

…17 - 1.5.4. 1.6. Effect of plant fibre on ductility of PFRC… …100 - 6.8.7. 6.8.8. 6.8.9. Ductility… …definitions are hold for the terms: ductility, strainhardening, strain-softening, deflection… …hardening and toughness. Ductility is the ability of a material by developing additional strain… …visualized in Figure 1.24 and Figure 1.25 page 22. A material develops “enhanced” ductility by… 

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APA (6th Edition):

Sayed Moqadas, M. (2014). Investigation on the possible application of Natural fibres (Abaca fibres) as reinforcement in concrete to create ductility:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:053cc471-da60-482b-a3f9-a3800baaae1e

Chicago Manual of Style (16th Edition):

Sayed Moqadas, M. “Investigation on the possible application of Natural fibres (Abaca fibres) as reinforcement in concrete to create ductility:.” 2014. Masters Thesis, Delft University of Technology. Accessed November 14, 2019. http://resolver.tudelft.nl/uuid:053cc471-da60-482b-a3f9-a3800baaae1e.

MLA Handbook (7th Edition):

Sayed Moqadas, M. “Investigation on the possible application of Natural fibres (Abaca fibres) as reinforcement in concrete to create ductility:.” 2014. Web. 14 Nov 2019.

Vancouver:

Sayed Moqadas M. Investigation on the possible application of Natural fibres (Abaca fibres) as reinforcement in concrete to create ductility:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Nov 14]. Available from: http://resolver.tudelft.nl/uuid:053cc471-da60-482b-a3f9-a3800baaae1e.

Council of Science Editors:

Sayed Moqadas M. Investigation on the possible application of Natural fibres (Abaca fibres) as reinforcement in concrete to create ductility:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:053cc471-da60-482b-a3f9-a3800baaae1e


McMaster University

74. Mojiri, Saeid. Shake table Seismic Performance Assessment and Fragility Analysis of Lightly Reinforced Concrete Block Shear Walls.

Degree: MASc, 2013, McMaster University

This thesis reports on shake table tests on fully-grouted reinforced masonry (RM) shear walls. The test walls covers a range of design parameters to… (more)

Subjects/Keywords: Concrete Block Masonry; Shake Table Tests; Shear walls; Displacement Ductility; Analytical Fragility Analysis; Analytical Modeling; Structural Engineering; Structural Engineering

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APA (6th Edition):

Mojiri, S. (2013). Shake table Seismic Performance Assessment and Fragility Analysis of Lightly Reinforced Concrete Block Shear Walls. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/13008

Chicago Manual of Style (16th Edition):

Mojiri, Saeid. “Shake table Seismic Performance Assessment and Fragility Analysis of Lightly Reinforced Concrete Block Shear Walls.” 2013. Masters Thesis, McMaster University. Accessed November 14, 2019. http://hdl.handle.net/11375/13008.

MLA Handbook (7th Edition):

Mojiri, Saeid. “Shake table Seismic Performance Assessment and Fragility Analysis of Lightly Reinforced Concrete Block Shear Walls.” 2013. Web. 14 Nov 2019.

Vancouver:

Mojiri S. Shake table Seismic Performance Assessment and Fragility Analysis of Lightly Reinforced Concrete Block Shear Walls. [Internet] [Masters thesis]. McMaster University; 2013. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/11375/13008.

Council of Science Editors:

Mojiri S. Shake table Seismic Performance Assessment and Fragility Analysis of Lightly Reinforced Concrete Block Shear Walls. [Masters Thesis]. McMaster University; 2013. Available from: http://hdl.handle.net/11375/13008


Portland State University

75. Yosefani, Anas. Flexural Strength, Ductility, and Serviceability of Beams that Contain High-Strength Steel Reinforcement and High-Grade Concrete.

Degree: PhD, Civil and Environmental Engineering, 2018, Portland State University

  Utilizing the higher capacity steel in design can provide additional advantages to the concrete construction industry including a reduction of congestion, improved concrete placement,… (more)

Subjects/Keywords: Reinforced concrete  – Testing; Concrete beams  – Testing; Steel bars; Flexure; Reinforced concrete  – Ductility; Civil and Environmental Engineering

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APA (6th Edition):

Yosefani, A. (2018). Flexural Strength, Ductility, and Serviceability of Beams that Contain High-Strength Steel Reinforcement and High-Grade Concrete. (Doctoral Dissertation). Portland State University. Retrieved from https://pdxscholar.library.pdx.edu/open_access_etds/4402

Chicago Manual of Style (16th Edition):

Yosefani, Anas. “Flexural Strength, Ductility, and Serviceability of Beams that Contain High-Strength Steel Reinforcement and High-Grade Concrete.” 2018. Doctoral Dissertation, Portland State University. Accessed November 14, 2019. https://pdxscholar.library.pdx.edu/open_access_etds/4402.

MLA Handbook (7th Edition):

Yosefani, Anas. “Flexural Strength, Ductility, and Serviceability of Beams that Contain High-Strength Steel Reinforcement and High-Grade Concrete.” 2018. Web. 14 Nov 2019.

Vancouver:

Yosefani A. Flexural Strength, Ductility, and Serviceability of Beams that Contain High-Strength Steel Reinforcement and High-Grade Concrete. [Internet] [Doctoral dissertation]. Portland State University; 2018. [cited 2019 Nov 14]. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/4402.

Council of Science Editors:

Yosefani A. Flexural Strength, Ductility, and Serviceability of Beams that Contain High-Strength Steel Reinforcement and High-Grade Concrete. [Doctoral Dissertation]. Portland State University; 2018. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/4402


University of South Florida

76. Whittaker, Jarrod Talbott. Ductility and Use of Titanium Alloy and Stainless Steel Aerospace Fasteners.

Degree: 2015, University of South Florida

 The main purpose of this thesis is to investigate the ductility and application of titanium alloys, like titanium 6Al-4V, when used in aerospace fasteners compared… (more)

Subjects/Keywords: A286; Ti 6Al-4V; Tensile Testing; Ductility Index; Joint Diagram; Aerospace Engineering; Materials Science and Engineering; Mechanical Engineering

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APA (6th Edition):

Whittaker, J. T. (2015). Ductility and Use of Titanium Alloy and Stainless Steel Aerospace Fasteners. (Thesis). University of South Florida. Retrieved from https://scholarcommons.usf.edu/etd/5796

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):

Whittaker, Jarrod Talbott. “Ductility and Use of Titanium Alloy and Stainless Steel Aerospace Fasteners.” 2015. Thesis, University of South Florida. Accessed November 14, 2019. https://scholarcommons.usf.edu/etd/5796.

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

MLA Handbook (7th Edition):

Whittaker, Jarrod Talbott. “Ductility and Use of Titanium Alloy and Stainless Steel Aerospace Fasteners.” 2015. Web. 14 Nov 2019.

Vancouver:

Whittaker JT. Ductility and Use of Titanium Alloy and Stainless Steel Aerospace Fasteners. [Internet] [Thesis]. University of South Florida; 2015. [cited 2019 Nov 14]. Available from: https://scholarcommons.usf.edu/etd/5796.

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

Council of Science Editors:

Whittaker JT. Ductility and Use of Titanium Alloy and Stainless Steel Aerospace Fasteners. [Thesis]. University of South Florida; 2015. Available from: https://scholarcommons.usf.edu/etd/5796

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

77. Zhu, Wenjun. Effet de la corrosion sur les propriétés mécaniques de l'armature corrodée et la performance structurale résiduelle des poutres corrodées : Effect of corrosion on the mechanical properties of the corroded reinforcement and the residual structural performance of the corroded beams.

Degree: Docteur es, Génie Civil, 2014, Toulouse, INSA

Cette thèse s’intéresse à l’étude l’effet de la corrosion sur les propriétés mécaniques des armatures corrodées et les performances mécaniques résiduelles des poutres corrodées. L’étude… (more)

Subjects/Keywords: Chlorures; Ductilité; Béton armé; Flexion; Effort tranchant; Corrosion; Mechanical properties; Chloride; Residual ductility; Expansion coefficient; Shear bending; Corrosion; Residual strength; 620.137

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APA (6th Edition):

Zhu, W. (2014). Effet de la corrosion sur les propriétés mécaniques de l'armature corrodée et la performance structurale résiduelle des poutres corrodées : Effect of corrosion on the mechanical properties of the corroded reinforcement and the residual structural performance of the corroded beams. (Doctoral Dissertation). Toulouse, INSA. Retrieved from http://www.theses.fr/2014ISAT0013

Chicago Manual of Style (16th Edition):

Zhu, Wenjun. “Effet de la corrosion sur les propriétés mécaniques de l'armature corrodée et la performance structurale résiduelle des poutres corrodées : Effect of corrosion on the mechanical properties of the corroded reinforcement and the residual structural performance of the corroded beams.” 2014. Doctoral Dissertation, Toulouse, INSA. Accessed November 14, 2019. http://www.theses.fr/2014ISAT0013.

MLA Handbook (7th Edition):

Zhu, Wenjun. “Effet de la corrosion sur les propriétés mécaniques de l'armature corrodée et la performance structurale résiduelle des poutres corrodées : Effect of corrosion on the mechanical properties of the corroded reinforcement and the residual structural performance of the corroded beams.” 2014. Web. 14 Nov 2019.

Vancouver:

Zhu W. Effet de la corrosion sur les propriétés mécaniques de l'armature corrodée et la performance structurale résiduelle des poutres corrodées : Effect of corrosion on the mechanical properties of the corroded reinforcement and the residual structural performance of the corroded beams. [Internet] [Doctoral dissertation]. Toulouse, INSA; 2014. [cited 2019 Nov 14]. Available from: http://www.theses.fr/2014ISAT0013.

Council of Science Editors:

Zhu W. Effet de la corrosion sur les propriétés mécaniques de l'armature corrodée et la performance structurale résiduelle des poutres corrodées : Effect of corrosion on the mechanical properties of the corroded reinforcement and the residual structural performance of the corroded beams. [Doctoral Dissertation]. Toulouse, INSA; 2014. Available from: http://www.theses.fr/2014ISAT0013


University of Houston

78. Li, Qian 1982-. Performance of RC Bridge Columns under Cyclic Combined Loading including Torsion.

Degree: Civil and Environmental Engineering, Department of, 2012, University of Houston

 Reinforced concrete (RC) bridge columns, specifically in the skewed and horizontally curved bridges, the bridges with unequal spans or column heights, and the bridges with… (more)

Subjects/Keywords: RC bridge columns; cyclic load; damage index; ductility; interaction; cross sectional shape; square; oval; Civil engineering

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APA (6th Edition):

Li, Q. 1. (2012). Performance of RC Bridge Columns under Cyclic Combined Loading including Torsion. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/851

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):

Li, Qian 1982-. “Performance of RC Bridge Columns under Cyclic Combined Loading including Torsion.” 2012. Thesis, University of Houston. Accessed November 14, 2019. http://hdl.handle.net/10657/851.

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

MLA Handbook (7th Edition):

Li, Qian 1982-. “Performance of RC Bridge Columns under Cyclic Combined Loading including Torsion.” 2012. Web. 14 Nov 2019.

Vancouver:

Li Q1. Performance of RC Bridge Columns under Cyclic Combined Loading including Torsion. [Internet] [Thesis]. University of Houston; 2012. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/10657/851.

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

Council of Science Editors:

Li Q1. Performance of RC Bridge Columns under Cyclic Combined Loading including Torsion. [Thesis]. University of Houston; 2012. Available from: http://hdl.handle.net/10657/851

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


Utah State University

79. Shwani, Mohamed K. Enhancing Ductility of One-way Concrete Slabs Reinforced With Welded Wire Reinforcement.

Degree: PhD, Civil and Environmental Engineering, 2017, Utah State University

  A series of research studies have recently identified an issue called strain localization in welded wire reinforced (WWR) members. This phenomenon reportedly concentrates strains… (more)

Subjects/Keywords: Welded Wire Reinforcement; One-Way Slabs; Ductility; Strain Localization; Coating; Civil and Environmental Engineering; Structural Engineering

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APA (6th Edition):

Shwani, M. K. (2017). Enhancing Ductility of One-way Concrete Slabs Reinforced With Welded Wire Reinforcement. (Doctoral Dissertation). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/6894

Chicago Manual of Style (16th Edition):

Shwani, Mohamed K. “Enhancing Ductility of One-way Concrete Slabs Reinforced With Welded Wire Reinforcement.” 2017. Doctoral Dissertation, Utah State University. Accessed November 14, 2019. https://digitalcommons.usu.edu/etd/6894.

MLA Handbook (7th Edition):

Shwani, Mohamed K. “Enhancing Ductility of One-way Concrete Slabs Reinforced With Welded Wire Reinforcement.” 2017. Web. 14 Nov 2019.

Vancouver:

Shwani MK. Enhancing Ductility of One-way Concrete Slabs Reinforced With Welded Wire Reinforcement. [Internet] [Doctoral dissertation]. Utah State University; 2017. [cited 2019 Nov 14]. Available from: https://digitalcommons.usu.edu/etd/6894.

Council of Science Editors:

Shwani MK. Enhancing Ductility of One-way Concrete Slabs Reinforced With Welded Wire Reinforcement. [Doctoral Dissertation]. Utah State University; 2017. Available from: https://digitalcommons.usu.edu/etd/6894

80. CHUA BENG WAH. Processing and deformation mechanisms of bulk ultrafine grained and nanostructured Mg alloy via mechanical alloying technique.

Degree: 2006, National University of Singapore

Subjects/Keywords: Mg alloy; deformation mechanism; softening; nanostructured; ductility; mechanical alloying

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APA (6th Edition):

WAH, C. B. (2006). Processing and deformation mechanisms of bulk ultrafine grained and nanostructured Mg alloy via mechanical alloying technique. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/15447

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):

WAH, CHUA BENG. “Processing and deformation mechanisms of bulk ultrafine grained and nanostructured Mg alloy via mechanical alloying technique.” 2006. Thesis, National University of Singapore. Accessed November 14, 2019. http://scholarbank.nus.edu.sg/handle/10635/15447.

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

MLA Handbook (7th Edition):

WAH, CHUA BENG. “Processing and deformation mechanisms of bulk ultrafine grained and nanostructured Mg alloy via mechanical alloying technique.” 2006. Web. 14 Nov 2019.

Vancouver:

WAH CB. Processing and deformation mechanisms of bulk ultrafine grained and nanostructured Mg alloy via mechanical alloying technique. [Internet] [Thesis]. National University of Singapore; 2006. [cited 2019 Nov 14]. Available from: http://scholarbank.nus.edu.sg/handle/10635/15447.

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

Council of Science Editors:

WAH CB. Processing and deformation mechanisms of bulk ultrafine grained and nanostructured Mg alloy via mechanical alloying technique. [Thesis]. National University of Singapore; 2006. Available from: http://scholarbank.nus.edu.sg/handle/10635/15447

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

81. WANG ZHITAO. MECHANICAL PROPERTIES OF A ZR-BASED BULK METALIC GLASS UNDER TENSILE CONFINEMENT CONDITION.

Degree: 2012, National University of Singapore

Subjects/Keywords: BMGs; tensile; ductility; tensile strength; fracture morphology; strain hardening

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APA (6th Edition):

ZHITAO, W. (2012). MECHANICAL PROPERTIES OF A ZR-BASED BULK METALIC GLASS UNDER TENSILE CONFINEMENT CONDITION. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/47639

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):

ZHITAO, WANG. “MECHANICAL PROPERTIES OF A ZR-BASED BULK METALIC GLASS UNDER TENSILE CONFINEMENT CONDITION.” 2012. Thesis, National University of Singapore. Accessed November 14, 2019. http://scholarbank.nus.edu.sg/handle/10635/47639.

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

MLA Handbook (7th Edition):

ZHITAO, WANG. “MECHANICAL PROPERTIES OF A ZR-BASED BULK METALIC GLASS UNDER TENSILE CONFINEMENT CONDITION.” 2012. Web. 14 Nov 2019.

Vancouver:

ZHITAO W. MECHANICAL PROPERTIES OF A ZR-BASED BULK METALIC GLASS UNDER TENSILE CONFINEMENT CONDITION. [Internet] [Thesis]. National University of Singapore; 2012. [cited 2019 Nov 14]. Available from: http://scholarbank.nus.edu.sg/handle/10635/47639.

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

Council of Science Editors:

ZHITAO W. MECHANICAL PROPERTIES OF A ZR-BASED BULK METALIC GLASS UNDER TENSILE CONFINEMENT CONDITION. [Thesis]. National University of Singapore; 2012. Available from: http://scholarbank.nus.edu.sg/handle/10635/47639

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

82. SARA ADIBI SEDEH. ON THE MECHANICAL PROPERTIES OF NOVEL METALLIC GLASS ARCHITECTURES: A MOLECULAR DYNAMICS INVESTIGATION.

Degree: 2014, National University of Singapore

Subjects/Keywords: Metallic glass; Nanoglass; Molecular dynamic; Plasticity; Ductility

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APA (6th Edition):

SEDEH, S. A. (2014). ON THE MECHANICAL PROPERTIES OF NOVEL METALLIC GLASS ARCHITECTURES: A MOLECULAR DYNAMICS INVESTIGATION. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/118731

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):

SEDEH, SARA ADIBI. “ON THE MECHANICAL PROPERTIES OF NOVEL METALLIC GLASS ARCHITECTURES: A MOLECULAR DYNAMICS INVESTIGATION.” 2014. Thesis, National University of Singapore. Accessed November 14, 2019. http://scholarbank.nus.edu.sg/handle/10635/118731.

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

MLA Handbook (7th Edition):

SEDEH, SARA ADIBI. “ON THE MECHANICAL PROPERTIES OF NOVEL METALLIC GLASS ARCHITECTURES: A MOLECULAR DYNAMICS INVESTIGATION.” 2014. Web. 14 Nov 2019.

Vancouver:

SEDEH SA. ON THE MECHANICAL PROPERTIES OF NOVEL METALLIC GLASS ARCHITECTURES: A MOLECULAR DYNAMICS INVESTIGATION. [Internet] [Thesis]. National University of Singapore; 2014. [cited 2019 Nov 14]. Available from: http://scholarbank.nus.edu.sg/handle/10635/118731.

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

Council of Science Editors:

SEDEH SA. ON THE MECHANICAL PROPERTIES OF NOVEL METALLIC GLASS ARCHITECTURES: A MOLECULAR DYNAMICS INVESTIGATION. [Thesis]. National University of Singapore; 2014. Available from: http://scholarbank.nus.edu.sg/handle/10635/118731

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


University of Waterloo

83. Mirhosseini, SomayehSadat. The Effects of Nuclear Radiation on Aging Reinforced Concrete Structures in Nuclear Power Plants.

Degree: 2010, University of Waterloo

 In this thesis we look at one of the aging mechanisms that may have affected current aged Nuclear Power Plants (NPPs). Irradiation as an age-related… (more)

Subjects/Keywords: nuclear power plant; fast neutron radiation; radiation shielding; reinforced concrete walls; age-related degradation mechanisms; irradiation; strength reduction; ductility; failure mode

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APA (6th Edition):

Mirhosseini, S. (2010). The Effects of Nuclear Radiation on Aging Reinforced Concrete Structures in Nuclear Power Plants. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/5452

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):

Mirhosseini, SomayehSadat. “The Effects of Nuclear Radiation on Aging Reinforced Concrete Structures in Nuclear Power Plants.” 2010. Thesis, University of Waterloo. Accessed November 14, 2019. http://hdl.handle.net/10012/5452.

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

MLA Handbook (7th Edition):

Mirhosseini, SomayehSadat. “The Effects of Nuclear Radiation on Aging Reinforced Concrete Structures in Nuclear Power Plants.” 2010. Web. 14 Nov 2019.

Vancouver:

Mirhosseini S. The Effects of Nuclear Radiation on Aging Reinforced Concrete Structures in Nuclear Power Plants. [Internet] [Thesis]. University of Waterloo; 2010. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/10012/5452.

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

Council of Science Editors:

Mirhosseini S. The Effects of Nuclear Radiation on Aging Reinforced Concrete Structures in Nuclear Power Plants. [Thesis]. University of Waterloo; 2010. Available from: http://hdl.handle.net/10012/5452

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


Washington State University

84. [No author]. Effectiveness of polymer fibers for improving the ductility of masonry structures .

Degree: 2005, Washington State University

Subjects/Keywords: Masonry  – Ductility.; Reinforced masonry.; Polymeric composites.; Fibers.

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APA (6th Edition):

author], [. (2005). Effectiveness of polymer fibers for improving the ductility of masonry structures . (Thesis). Washington State University. Retrieved from http://hdl.handle.net/2376/407

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):

author], [No. “Effectiveness of polymer fibers for improving the ductility of masonry structures .” 2005. Thesis, Washington State University. Accessed November 14, 2019. http://hdl.handle.net/2376/407.

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

MLA Handbook (7th Edition):

author], [No. “Effectiveness of polymer fibers for improving the ductility of masonry structures .” 2005. Web. 14 Nov 2019.

Vancouver:

author] [. Effectiveness of polymer fibers for improving the ductility of masonry structures . [Internet] [Thesis]. Washington State University; 2005. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/2376/407.

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

Council of Science Editors:

author] [. Effectiveness of polymer fibers for improving the ductility of masonry structures . [Thesis]. Washington State University; 2005. Available from: http://hdl.handle.net/2376/407

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


University of Windsor

85. Jayasuriya, Sahan Yashoda. Experimental study on corroded steel beams rehabilitated using BFRP wrap.

Degree: MA, Civil and Environmental Engineering, 2017, University of Windsor

 There are many structurally deficient bridges in service all around North America. These bridges can cause a potential danger to public safety, and thus, are… (more)

Subjects/Keywords: basalt fibre reinforced polymer fabric; corroded steel beam; ductility; load-deflection behavior; optimum thickness of fabrics; rehabilitation

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APA (6th Edition):

Jayasuriya, S. Y. (2017). Experimental study on corroded steel beams rehabilitated using BFRP wrap. (Masters Thesis). University of Windsor. Retrieved from https://scholar.uwindsor.ca/etd/5991

Chicago Manual of Style (16th Edition):

Jayasuriya, Sahan Yashoda. “Experimental study on corroded steel beams rehabilitated using BFRP wrap.” 2017. Masters Thesis, University of Windsor. Accessed November 14, 2019. https://scholar.uwindsor.ca/etd/5991.

MLA Handbook (7th Edition):

Jayasuriya, Sahan Yashoda. “Experimental study on corroded steel beams rehabilitated using BFRP wrap.” 2017. Web. 14 Nov 2019.

Vancouver:

Jayasuriya SY. Experimental study on corroded steel beams rehabilitated using BFRP wrap. [Internet] [Masters thesis]. University of Windsor; 2017. [cited 2019 Nov 14]. Available from: https://scholar.uwindsor.ca/etd/5991.

Council of Science Editors:

Jayasuriya SY. Experimental study on corroded steel beams rehabilitated using BFRP wrap. [Masters Thesis]. University of Windsor; 2017. Available from: https://scholar.uwindsor.ca/etd/5991


University of New Mexico

86. ChennaReddy, RahulReddy. SIGNIFICANCE OF U-WRAP FRP SHEAR STRENGTHENING ON FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED USING NEAR SURFACE MOUNTED FRP BARS.

Degree: Civil Engineering, 2016, University of New Mexico

 The aim of this study is to investigate the significance of U-wrap shear strengthening on the flexural behavior of Near Surface Mounted (NSM) Fiber Reinforced… (more)

Subjects/Keywords: Near Surface Mounting (NSM); Fiber Reinforced Polymers (FRP); de-bonding; abrupt failure; U-wrap shear strengthening; Flexural strengthening; ductility; Epoxy Adhesive

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APA (6th Edition):

ChennaReddy, R. (2016). SIGNIFICANCE OF U-WRAP FRP SHEAR STRENGTHENING ON FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED USING NEAR SURFACE MOUNTED FRP BARS. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/31661

Chicago Manual of Style (16th Edition):

ChennaReddy, RahulReddy. “SIGNIFICANCE OF U-WRAP FRP SHEAR STRENGTHENING ON FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED USING NEAR SURFACE MOUNTED FRP BARS.” 2016. Masters Thesis, University of New Mexico. Accessed November 14, 2019. http://hdl.handle.net/1928/31661.

MLA Handbook (7th Edition):

ChennaReddy, RahulReddy. “SIGNIFICANCE OF U-WRAP FRP SHEAR STRENGTHENING ON FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED USING NEAR SURFACE MOUNTED FRP BARS.” 2016. Web. 14 Nov 2019.

Vancouver:

ChennaReddy R. SIGNIFICANCE OF U-WRAP FRP SHEAR STRENGTHENING ON FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED USING NEAR SURFACE MOUNTED FRP BARS. [Internet] [Masters thesis]. University of New Mexico; 2016. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/1928/31661.

Council of Science Editors:

ChennaReddy R. SIGNIFICANCE OF U-WRAP FRP SHEAR STRENGTHENING ON FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED USING NEAR SURFACE MOUNTED FRP BARS. [Masters Thesis]. University of New Mexico; 2016. Available from: http://hdl.handle.net/1928/31661


University of Illinois – Urbana-Champaign

87. Wierschem, Nicholas E. Superelastic shape memory alloy composite bars for reinforcing concrete structures.

Degree: MS, 0106, 2010, University of Illinois – Urbana-Champaign

 Superelastic shape memory alloys (SMAs) are a class of metallic alloys that have the unique property of being able to undergo large amounts of plastic… (more)

Subjects/Keywords: reinforced concrete; shape memory alloy; Superelastic Shape Memory Alloys (SMA); Fiber Reinforced Polymer (FRP); ductility; energy dissipation

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APA (6th Edition):

Wierschem, N. E. (2010). Superelastic shape memory alloy composite bars for reinforcing concrete structures. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/14631

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):

Wierschem, Nicholas E. “Superelastic shape memory alloy composite bars for reinforcing concrete structures.” 2010. Thesis, University of Illinois – Urbana-Champaign. Accessed November 14, 2019. http://hdl.handle.net/2142/14631.

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

MLA Handbook (7th Edition):

Wierschem, Nicholas E. “Superelastic shape memory alloy composite bars for reinforcing concrete structures.” 2010. Web. 14 Nov 2019.

Vancouver:

Wierschem NE. Superelastic shape memory alloy composite bars for reinforcing concrete structures. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2010. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/2142/14631.

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

Council of Science Editors:

Wierschem NE. Superelastic shape memory alloy composite bars for reinforcing concrete structures. [Thesis]. University of Illinois – Urbana-Champaign; 2010. Available from: http://hdl.handle.net/2142/14631

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


Rochester Institute of Technology

88. Baron, Russell. Part one: Pitch, problems and process; Part two: Chasing a relationship.

Degree: School for American Crafts (CIAS), 2001, Rochester Institute of Technology

Not listed. Advisors/Committee Members: Urso, Leonard, Stanitz, Mark.

Subjects/Keywords: Adhesion; Control; Depth; Ductility; Human interaction; Human relationships; Pitch

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APA (6th Edition):

Baron, R. (2001). Part one: Pitch, problems and process; Part two: Chasing a relationship. (Thesis). Rochester Institute of Technology. Retrieved from https://scholarworks.rit.edu/theses/7229

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):

Baron, Russell. “Part one: Pitch, problems and process; Part two: Chasing a relationship.” 2001. Thesis, Rochester Institute of Technology. Accessed November 14, 2019. https://scholarworks.rit.edu/theses/7229.

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

MLA Handbook (7th Edition):

Baron, Russell. “Part one: Pitch, problems and process; Part two: Chasing a relationship.” 2001. Web. 14 Nov 2019.

Vancouver:

Baron R. Part one: Pitch, problems and process; Part two: Chasing a relationship. [Internet] [Thesis]. Rochester Institute of Technology; 2001. [cited 2019 Nov 14]. Available from: https://scholarworks.rit.edu/theses/7229.

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

Council of Science Editors:

Baron R. Part one: Pitch, problems and process; Part two: Chasing a relationship. [Thesis]. Rochester Institute of Technology; 2001. Available from: https://scholarworks.rit.edu/theses/7229

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


University of Florida

89. Kesler, Michael S. Deformation and Fracture Behavior of Ti-Al-Nb-(Cr,Mo) Alloys with a Gamma + Sigma Microstructure at Ambient Temperature.

Degree: PhD, Materials Science and Engineering, 2011, University of Florida

 Titanium aluminides are of interest as a candidate material for aerospace turbine applications due to their high strength to weight ratio. gamma-TiAl + alpha2-Ti3Al alloys… (more)

Subjects/Keywords: Alloys; Ductility; Engineering; Fracture strength; Grain boundaries; Material concentration; Materials science; Quenching; Room temperature; Yield strength; compression  – deformation  – fracture  – metals  – tial

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APA (6th Edition):

Kesler, M. S. (2011). Deformation and Fracture Behavior of Ti-Al-Nb-(Cr,Mo) Alloys with a Gamma + Sigma Microstructure at Ambient Temperature. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0043342

Chicago Manual of Style (16th Edition):

Kesler, Michael S. “Deformation and Fracture Behavior of Ti-Al-Nb-(Cr,Mo) Alloys with a Gamma + Sigma Microstructure at Ambient Temperature.” 2011. Doctoral Dissertation, University of Florida. Accessed November 14, 2019. http://ufdc.ufl.edu/UFE0043342.

MLA Handbook (7th Edition):

Kesler, Michael S. “Deformation and Fracture Behavior of Ti-Al-Nb-(Cr,Mo) Alloys with a Gamma + Sigma Microstructure at Ambient Temperature.” 2011. Web. 14 Nov 2019.

Vancouver:

Kesler MS. Deformation and Fracture Behavior of Ti-Al-Nb-(Cr,Mo) Alloys with a Gamma + Sigma Microstructure at Ambient Temperature. [Internet] [Doctoral dissertation]. University of Florida; 2011. [cited 2019 Nov 14]. Available from: http://ufdc.ufl.edu/UFE0043342.

Council of Science Editors:

Kesler MS. Deformation and Fracture Behavior of Ti-Al-Nb-(Cr,Mo) Alloys with a Gamma + Sigma Microstructure at Ambient Temperature. [Doctoral Dissertation]. University of Florida; 2011. Available from: http://ufdc.ufl.edu/UFE0043342


Université Montpellier II

90. Foyart, Guillaume. Fractures et instabilités de fluides viscoélastiques en cellule de Hele-Shaw : fracture and instabilities of viscoelastic fluids in a Hele-Shaw cell.

Degree: Docteur es, Physique, 2013, Université Montpellier II

 Les mécanismes de fracture dans les matériaux solides ont été activement étudiés. Dans les fluides complexes, les fractures ont déjà été observées et sont jusqu'à… (more)

Subjects/Keywords: Fracture; Fluide complexes; Réseaux transitoires; Digitation visqueuse; Ductilité; Fragilité; Fracture; Complex fluids; Transient networks; Viscous fingering; Ductility; Brittleness

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

APA (6th Edition):

Foyart, G. (2013). Fractures et instabilités de fluides viscoélastiques en cellule de Hele-Shaw : fracture and instabilities of viscoelastic fluids in a Hele-Shaw cell. (Doctoral Dissertation). Université Montpellier II. Retrieved from http://www.theses.fr/2013MON20104

Chicago Manual of Style (16th Edition):

Foyart, Guillaume. “Fractures et instabilités de fluides viscoélastiques en cellule de Hele-Shaw : fracture and instabilities of viscoelastic fluids in a Hele-Shaw cell.” 2013. Doctoral Dissertation, Université Montpellier II. Accessed November 14, 2019. http://www.theses.fr/2013MON20104.

MLA Handbook (7th Edition):

Foyart, Guillaume. “Fractures et instabilités de fluides viscoélastiques en cellule de Hele-Shaw : fracture and instabilities of viscoelastic fluids in a Hele-Shaw cell.” 2013. Web. 14 Nov 2019.

Vancouver:

Foyart G. Fractures et instabilités de fluides viscoélastiques en cellule de Hele-Shaw : fracture and instabilities of viscoelastic fluids in a Hele-Shaw cell. [Internet] [Doctoral dissertation]. Université Montpellier II; 2013. [cited 2019 Nov 14]. Available from: http://www.theses.fr/2013MON20104.

Council of Science Editors:

Foyart G. Fractures et instabilités de fluides viscoélastiques en cellule de Hele-Shaw : fracture and instabilities of viscoelastic fluids in a Hele-Shaw cell. [Doctoral Dissertation]. Université Montpellier II; 2013. Available from: http://www.theses.fr/2013MON20104

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