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You searched for subject:(High strength). Showing records 1 – 30 of 729 total matches.

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University of New Mexico

1. Honarvar Gheitanbaf, Ebadollah. Fracture toughness of ultra high performance concrete.

Degree: Civil Engineering, 2011, University of New Mexico

 In this study, fracture properties of Ultra-High Performance Concrete (UHPC), and High Performance Concrete (HPC) are presented. The average compressive strengths of UHPC and HPC… (more)

Subjects/Keywords: High strength concrete – Fracture.

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APA (6th Edition):

Honarvar Gheitanbaf, E. (2011). Fracture toughness of ultra high performance concrete. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/13094

Chicago Manual of Style (16th Edition):

Honarvar Gheitanbaf, Ebadollah. “Fracture toughness of ultra high performance concrete.” 2011. Masters Thesis, University of New Mexico. Accessed May 08, 2021. http://hdl.handle.net/1928/13094.

MLA Handbook (7th Edition):

Honarvar Gheitanbaf, Ebadollah. “Fracture toughness of ultra high performance concrete.” 2011. Web. 08 May 2021.

Vancouver:

Honarvar Gheitanbaf E. Fracture toughness of ultra high performance concrete. [Internet] [Masters thesis]. University of New Mexico; 2011. [cited 2021 May 08]. Available from: http://hdl.handle.net/1928/13094.

Council of Science Editors:

Honarvar Gheitanbaf E. Fracture toughness of ultra high performance concrete. [Masters Thesis]. University of New Mexico; 2011. Available from: http://hdl.handle.net/1928/13094


Georgia Tech

2. Wyatt, Tom Pieter. Oligomer spin-solvent gel-fiber spinning.

Degree: PhD, Materials Science and Engineering, 2015, Georgia Tech

 A fundamental process design for gel-spinning semi-crystalline polymers was developed. An oligomer-spin solvent was shown to fulfill the requirements of an ideal gel-spinning spin-solvent. The… (more)

Subjects/Keywords: Fiber; Spinning; Gel; High strength

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APA (6th Edition):

Wyatt, T. P. (2015). Oligomer spin-solvent gel-fiber spinning. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/55540

Chicago Manual of Style (16th Edition):

Wyatt, Tom Pieter. “Oligomer spin-solvent gel-fiber spinning.” 2015. Doctoral Dissertation, Georgia Tech. Accessed May 08, 2021. http://hdl.handle.net/1853/55540.

MLA Handbook (7th Edition):

Wyatt, Tom Pieter. “Oligomer spin-solvent gel-fiber spinning.” 2015. Web. 08 May 2021.

Vancouver:

Wyatt TP. Oligomer spin-solvent gel-fiber spinning. [Internet] [Doctoral dissertation]. Georgia Tech; 2015. [cited 2021 May 08]. Available from: http://hdl.handle.net/1853/55540.

Council of Science Editors:

Wyatt TP. Oligomer spin-solvent gel-fiber spinning. [Doctoral Dissertation]. Georgia Tech; 2015. Available from: http://hdl.handle.net/1853/55540


Addis Ababa University

3. Sinit, Tsegaye. The Advantage of High-Strength Concrete (HSC) in High-Rise Buildings: From Area Saving Aspect .

Degree: 2014, Addis Ababa University

 In recent years, the shortage and value of land in terms of cost and asset has increased the need to use land effectively and efficiently.… (more)

Subjects/Keywords: High-Strength Concrete; High-Rise Buildings

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APA (6th Edition):

Sinit, T. (2014). The Advantage of High-Strength Concrete (HSC) in High-Rise Buildings: From Area Saving Aspect . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/6386

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):

Sinit, Tsegaye. “The Advantage of High-Strength Concrete (HSC) in High-Rise Buildings: From Area Saving Aspect .” 2014. Thesis, Addis Ababa University. Accessed May 08, 2021. http://etd.aau.edu.et/dspace/handle/123456789/6386.

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

MLA Handbook (7th Edition):

Sinit, Tsegaye. “The Advantage of High-Strength Concrete (HSC) in High-Rise Buildings: From Area Saving Aspect .” 2014. Web. 08 May 2021.

Vancouver:

Sinit T. The Advantage of High-Strength Concrete (HSC) in High-Rise Buildings: From Area Saving Aspect . [Internet] [Thesis]. Addis Ababa University; 2014. [cited 2021 May 08]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/6386.

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

Council of Science Editors:

Sinit T. The Advantage of High-Strength Concrete (HSC) in High-Rise Buildings: From Area Saving Aspect . [Thesis]. Addis Ababa University; 2014. Available from: http://etd.aau.edu.et/dspace/handle/123456789/6386

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


Michigan State University

4. Sarwar, Mahmood A. Characterizing temperature induced strength degradation and explosive spalling in ultra high performance concrete.

Degree: 2017, Michigan State University

"Significant research and development in concrete technology have led to the evolution of ultra-high-performance concrete (UHPC). UHPC possesses excellent durability and ductility characteristics, and exemplary… (more)

Subjects/Keywords: High strength concrete – Fire testing; High strength concrete; Civil engineering

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APA (6th Edition):

Sarwar, M. A. (2017). Characterizing temperature induced strength degradation and explosive spalling in ultra high performance concrete. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:6756

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):

Sarwar, Mahmood A. “Characterizing temperature induced strength degradation and explosive spalling in ultra high performance concrete.” 2017. Thesis, Michigan State University. Accessed May 08, 2021. http://etd.lib.msu.edu/islandora/object/etd:6756.

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

MLA Handbook (7th Edition):

Sarwar, Mahmood A. “Characterizing temperature induced strength degradation and explosive spalling in ultra high performance concrete.” 2017. Web. 08 May 2021.

Vancouver:

Sarwar MA. Characterizing temperature induced strength degradation and explosive spalling in ultra high performance concrete. [Internet] [Thesis]. Michigan State University; 2017. [cited 2021 May 08]. Available from: http://etd.lib.msu.edu/islandora/object/etd:6756.

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

Council of Science Editors:

Sarwar MA. Characterizing temperature induced strength degradation and explosive spalling in ultra high performance concrete. [Thesis]. Michigan State University; 2017. Available from: http://etd.lib.msu.edu/islandora/object/etd:6756

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


University of New South Wales

5. Khan, Mahbub. Behaviour and design of composite columns coupling the benefits of high strength steel and high strength concrete.

Degree: Civil & Environmental Engineering, 2016, University of New South Wales

 This thesis presents an investigation of concentrically loaded welded box and com-posite columns fabricated from 690 MPa high strength steel (HSS) and 100 MPa high(more)

Subjects/Keywords: High strength concrete; Composite columns; High strength steel

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APA (6th Edition):

Khan, M. (2016). Behaviour and design of composite columns coupling the benefits of high strength steel and high strength concrete. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/56287 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:40479/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Khan, Mahbub. “Behaviour and design of composite columns coupling the benefits of high strength steel and high strength concrete.” 2016. Doctoral Dissertation, University of New South Wales. Accessed May 08, 2021. http://handle.unsw.edu.au/1959.4/56287 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:40479/SOURCE02?view=true.

MLA Handbook (7th Edition):

Khan, Mahbub. “Behaviour and design of composite columns coupling the benefits of high strength steel and high strength concrete.” 2016. Web. 08 May 2021.

Vancouver:

Khan M. Behaviour and design of composite columns coupling the benefits of high strength steel and high strength concrete. [Internet] [Doctoral dissertation]. University of New South Wales; 2016. [cited 2021 May 08]. Available from: http://handle.unsw.edu.au/1959.4/56287 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:40479/SOURCE02?view=true.

Council of Science Editors:

Khan M. Behaviour and design of composite columns coupling the benefits of high strength steel and high strength concrete. [Doctoral Dissertation]. University of New South Wales; 2016. Available from: http://handle.unsw.edu.au/1959.4/56287 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:40479/SOURCE02?view=true


Ryerson University

6. Farabi, Naheen. Mechanical Properties Of Laser Welded Dual-Phase Steel Joints.

Degree: 2010, Ryerson University

 The application of dual phase (DP) steels in the automobile industry unavoidably involves welding operation. The objective of this thesis was to study the microstructure… (more)

Subjects/Keywords: Laser welding; Steel; High strength  – Mechanical properties; Steel; High strength  – Microstructure; Welded joints  – Testing; Joints (Engineering)  – Testing; Steel; High strength  – Welding

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APA (6th Edition):

Farabi, N. (2010). Mechanical Properties Of Laser Welded Dual-Phase Steel Joints. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1529

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):

Farabi, Naheen. “Mechanical Properties Of Laser Welded Dual-Phase Steel Joints.” 2010. Thesis, Ryerson University. Accessed May 08, 2021. https://digital.library.ryerson.ca/islandora/object/RULA%3A1529.

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

MLA Handbook (7th Edition):

Farabi, Naheen. “Mechanical Properties Of Laser Welded Dual-Phase Steel Joints.” 2010. Web. 08 May 2021.

Vancouver:

Farabi N. Mechanical Properties Of Laser Welded Dual-Phase Steel Joints. [Internet] [Thesis]. Ryerson University; 2010. [cited 2021 May 08]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1529.

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

Council of Science Editors:

Farabi N. Mechanical Properties Of Laser Welded Dual-Phase Steel Joints. [Thesis]. Ryerson University; 2010. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1529

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


KTH

7. Akbarnejad, Shahin. Investigation on static strength of welded joints.

Degree: Materials Science and Engineering, 2012, KTH

  Although high strength steels represent yield strength up to 1300 MPa, welded structures reveal lowerstrength values. The strongest commercially available electrode provides the yield… (more)

Subjects/Keywords: Static strength; High strength steel; Weldox 1100; Weldox 960; Butt joints

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APA (6th Edition):

Akbarnejad, S. (2012). Investigation on static strength of welded joints. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-104058

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):

Akbarnejad, Shahin. “Investigation on static strength of welded joints.” 2012. Thesis, KTH. Accessed May 08, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-104058.

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

MLA Handbook (7th Edition):

Akbarnejad, Shahin. “Investigation on static strength of welded joints.” 2012. Web. 08 May 2021.

Vancouver:

Akbarnejad S. Investigation on static strength of welded joints. [Internet] [Thesis]. KTH; 2012. [cited 2021 May 08]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-104058.

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

Council of Science Editors:

Akbarnejad S. Investigation on static strength of welded joints. [Thesis]. KTH; 2012. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-104058

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


University of Utah

8. Dangol, Sharad. Performance evaluation of high strength alloy steel cast connector under quasi-static load.

Degree: MS, Civil & Environmental Engineering, 2013, University of Utah

High strength alloy steel cast connector refers to a bracing system to be used inJames L. Greene Science Center, Columbia University in New York. The… (more)

Subjects/Keywords: Cast; Connector; Evaluation; High Strength; Performance; Steel

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APA (6th Edition):

Dangol, S. (2013). Performance evaluation of high strength alloy steel cast connector under quasi-static load. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/2325/rec/1828

Chicago Manual of Style (16th Edition):

Dangol, Sharad. “Performance evaluation of high strength alloy steel cast connector under quasi-static load.” 2013. Masters Thesis, University of Utah. Accessed May 08, 2021. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/2325/rec/1828.

MLA Handbook (7th Edition):

Dangol, Sharad. “Performance evaluation of high strength alloy steel cast connector under quasi-static load.” 2013. Web. 08 May 2021.

Vancouver:

Dangol S. Performance evaluation of high strength alloy steel cast connector under quasi-static load. [Internet] [Masters thesis]. University of Utah; 2013. [cited 2021 May 08]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/2325/rec/1828.

Council of Science Editors:

Dangol S. Performance evaluation of high strength alloy steel cast connector under quasi-static load. [Masters Thesis]. University of Utah; 2013. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/2325/rec/1828

9. Lavanya Prabha, S. Studies on RPC: an ultra high strength concrete; -.

Degree: Civil Engineering, 2011, Jawaharlal Nehru Technological University

Reactive Powder Concrete (RPC) is a high strength, new generation concrete, formed from a special combination of constituent materials. The composition of reactive powder concrete… (more)

Subjects/Keywords: Civil Engineering; Beam; Column; high strength concrete

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APA (6th Edition):

Lavanya Prabha, S. (2011). Studies on RPC: an ultra high strength concrete; -. (Thesis). Jawaharlal Nehru Technological University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/4399

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):

Lavanya Prabha, S. “Studies on RPC: an ultra high strength concrete; -.” 2011. Thesis, Jawaharlal Nehru Technological University. Accessed May 08, 2021. http://shodhganga.inflibnet.ac.in/handle/10603/4399.

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

MLA Handbook (7th Edition):

Lavanya Prabha, S. “Studies on RPC: an ultra high strength concrete; -.” 2011. Web. 08 May 2021.

Vancouver:

Lavanya Prabha S. Studies on RPC: an ultra high strength concrete; -. [Internet] [Thesis]. Jawaharlal Nehru Technological University; 2011. [cited 2021 May 08]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/4399.

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

Council of Science Editors:

Lavanya Prabha S. Studies on RPC: an ultra high strength concrete; -. [Thesis]. Jawaharlal Nehru Technological University; 2011. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/4399

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


University of Waterloo

10. Martin-Root, Christopher Kenneth Haines. Laser Welding of Complex Phase and Dual Phase Advanced High Strength Steels - The Effects that Welding has on Microstructure and Formability.

Degree: 2020, University of Waterloo

 To assist in the successful applications of tailor-welded assemblies made from advanced high strength steel (AHSS), there needs to be a thorough understanding of how… (more)

Subjects/Keywords: laser welding; advanced high strength steel; formability

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APA (6th Edition):

Martin-Root, C. K. H. (2020). Laser Welding of Complex Phase and Dual Phase Advanced High Strength Steels - The Effects that Welding has on Microstructure and Formability. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/15883

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):

Martin-Root, Christopher Kenneth Haines. “Laser Welding of Complex Phase and Dual Phase Advanced High Strength Steels - The Effects that Welding has on Microstructure and Formability.” 2020. Thesis, University of Waterloo. Accessed May 08, 2021. http://hdl.handle.net/10012/15883.

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

MLA Handbook (7th Edition):

Martin-Root, Christopher Kenneth Haines. “Laser Welding of Complex Phase and Dual Phase Advanced High Strength Steels - The Effects that Welding has on Microstructure and Formability.” 2020. Web. 08 May 2021.

Vancouver:

Martin-Root CKH. Laser Welding of Complex Phase and Dual Phase Advanced High Strength Steels - The Effects that Welding has on Microstructure and Formability. [Internet] [Thesis]. University of Waterloo; 2020. [cited 2021 May 08]. Available from: http://hdl.handle.net/10012/15883.

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

Council of Science Editors:

Martin-Root CKH. Laser Welding of Complex Phase and Dual Phase Advanced High Strength Steels - The Effects that Welding has on Microstructure and Formability. [Thesis]. University of Waterloo; 2020. Available from: http://hdl.handle.net/10012/15883

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


University of Toronto

11. Fang, Ping. Development of Sustainable Ultra-high Strength Concretes.

Degree: 2013, University of Toronto

The influence of constituent materials and curing regimes on compressive strength characterization of sustainable ultra-high strength concrete (SUHSC) was researched employing a standard mortar mixer… (more)

Subjects/Keywords: sustainable; concrete; ultra-high strength; 0543

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APA (6th Edition):

Fang, P. (2013). Development of Sustainable Ultra-high Strength Concretes. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/69994

Chicago Manual of Style (16th Edition):

Fang, Ping. “Development of Sustainable Ultra-high Strength Concretes.” 2013. Masters Thesis, University of Toronto. Accessed May 08, 2021. http://hdl.handle.net/1807/69994.

MLA Handbook (7th Edition):

Fang, Ping. “Development of Sustainable Ultra-high Strength Concretes.” 2013. Web. 08 May 2021.

Vancouver:

Fang P. Development of Sustainable Ultra-high Strength Concretes. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2021 May 08]. Available from: http://hdl.handle.net/1807/69994.

Council of Science Editors:

Fang P. Development of Sustainable Ultra-high Strength Concretes. [Masters Thesis]. University of Toronto; 2013. Available from: http://hdl.handle.net/1807/69994


Oregon State University

12. Bañuelos, José. The use of blended synthetic fibers to reduce cracking risk in high performance concrete (HPC).

Degree: MS, Civil Engineering, 2014, Oregon State University

High Performance Concrete (HPC) is used in our crucial pieces of infrastructure, such as bridge decks, due to its enhanced durability and engineering properties. However,… (more)

Subjects/Keywords: Fiber Reinforced Concrete; High strength concrete  – Cracking

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

APA (6th Edition):

Bañuelos, J. (2014). The use of blended synthetic fibers to reduce cracking risk in high performance concrete (HPC). (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/50158

Chicago Manual of Style (16th Edition):

Bañuelos, José. “The use of blended synthetic fibers to reduce cracking risk in high performance concrete (HPC).” 2014. Masters Thesis, Oregon State University. Accessed May 08, 2021. http://hdl.handle.net/1957/50158.

MLA Handbook (7th Edition):

Bañuelos, José. “The use of blended synthetic fibers to reduce cracking risk in high performance concrete (HPC).” 2014. Web. 08 May 2021.

Vancouver:

Bañuelos J. The use of blended synthetic fibers to reduce cracking risk in high performance concrete (HPC). [Internet] [Masters thesis]. Oregon State University; 2014. [cited 2021 May 08]. Available from: http://hdl.handle.net/1957/50158.

Council of Science Editors:

Bañuelos J. The use of blended synthetic fibers to reduce cracking risk in high performance concrete (HPC). [Masters Thesis]. Oregon State University; 2014. Available from: http://hdl.handle.net/1957/50158


University of Hong Kong

13. Mckinley, Max. Effects of limestone fines on performance of concrete.

Degree: 2013, University of Hong Kong

 The production of high-performance concrete having all-rounded high performance has been promoted for the last few decades. Meanwhile, environmental concerns have quested for minimizing cement… (more)

Subjects/Keywords: High strength concrete.

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APA (6th Edition):

Mckinley, M. (2013). Effects of limestone fines on performance of concrete. (Thesis). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/192866

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):

Mckinley, Max. “Effects of limestone fines on performance of concrete.” 2013. Thesis, University of Hong Kong. Accessed May 08, 2021. http://hdl.handle.net/10722/192866.

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

MLA Handbook (7th Edition):

Mckinley, Max. “Effects of limestone fines on performance of concrete.” 2013. Web. 08 May 2021.

Vancouver:

Mckinley M. Effects of limestone fines on performance of concrete. [Internet] [Thesis]. University of Hong Kong; 2013. [cited 2021 May 08]. Available from: http://hdl.handle.net/10722/192866.

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

Council of Science Editors:

Mckinley M. Effects of limestone fines on performance of concrete. [Thesis]. University of Hong Kong; 2013. Available from: http://hdl.handle.net/10722/192866

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


University of Waterloo

14. Aseri, Abdullah. Effects of fluorine on the solubilities of Nb, Ta, Zr and Hf minerals in highly fluxed water-saturated haplogranitic melts.

Degree: 2012, University of Waterloo

 The effect of fluorine on the solubilities of Mn-columbite (MnNb2O6), Mn-tantalite (MnTa2O6), zircon (ZrSiO4) and hafnon (HfSiO4) were determined in highly fluxed, water-saturated haplogranitic melts… (more)

Subjects/Keywords: Solubility; High Field Strength Elements; Flourine; Granites

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APA (6th Edition):

Aseri, A. (2012). Effects of fluorine on the solubilities of Nb, Ta, Zr and Hf minerals in highly fluxed water-saturated haplogranitic melts. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/7129

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):

Aseri, Abdullah. “Effects of fluorine on the solubilities of Nb, Ta, Zr and Hf minerals in highly fluxed water-saturated haplogranitic melts.” 2012. Thesis, University of Waterloo. Accessed May 08, 2021. http://hdl.handle.net/10012/7129.

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

MLA Handbook (7th Edition):

Aseri, Abdullah. “Effects of fluorine on the solubilities of Nb, Ta, Zr and Hf minerals in highly fluxed water-saturated haplogranitic melts.” 2012. Web. 08 May 2021.

Vancouver:

Aseri A. Effects of fluorine on the solubilities of Nb, Ta, Zr and Hf minerals in highly fluxed water-saturated haplogranitic melts. [Internet] [Thesis]. University of Waterloo; 2012. [cited 2021 May 08]. Available from: http://hdl.handle.net/10012/7129.

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

Council of Science Editors:

Aseri A. Effects of fluorine on the solubilities of Nb, Ta, Zr and Hf minerals in highly fluxed water-saturated haplogranitic melts. [Thesis]. University of Waterloo; 2012. Available from: http://hdl.handle.net/10012/7129

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


University of Sydney

15. Lume, Gavin John. Mechanical Performance of High Strength Concrete Filled Tubes with High Diameter to Thickness Ratios .

Degree: 2017, University of Sydney

 In both the structural and civil disciplines, engineers are increasingly faced with growing loading demands to achieve taller, wider and longer designs. Unfortunately, as the… (more)

Subjects/Keywords: CFST; experimental; axial; mechanical; slender; high-strength

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APA (6th Edition):

Lume, G. J. (2017). Mechanical Performance of High Strength Concrete Filled Tubes with High Diameter to Thickness Ratios . (Thesis). University of Sydney. Retrieved from http://hdl.handle.net/2123/18043

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):

Lume, Gavin John. “Mechanical Performance of High Strength Concrete Filled Tubes with High Diameter to Thickness Ratios .” 2017. Thesis, University of Sydney. Accessed May 08, 2021. http://hdl.handle.net/2123/18043.

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

MLA Handbook (7th Edition):

Lume, Gavin John. “Mechanical Performance of High Strength Concrete Filled Tubes with High Diameter to Thickness Ratios .” 2017. Web. 08 May 2021.

Vancouver:

Lume GJ. Mechanical Performance of High Strength Concrete Filled Tubes with High Diameter to Thickness Ratios . [Internet] [Thesis]. University of Sydney; 2017. [cited 2021 May 08]. Available from: http://hdl.handle.net/2123/18043.

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

Council of Science Editors:

Lume GJ. Mechanical Performance of High Strength Concrete Filled Tubes with High Diameter to Thickness Ratios . [Thesis]. University of Sydney; 2017. Available from: http://hdl.handle.net/2123/18043

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


University of New South Wales

16. 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 May 08, 2021. 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. 08 May 2021.

Vancouver:

Khajeh Samani A. Ductility in reinforced concrete columns. [Internet] [Doctoral dissertation]. University of New South Wales; 2013. [cited 2021 May 08]. 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


Rutgers University

17. Brewer, Gregory, 1994-. Restrained shrinkage behavior of high performance concrete reinforced with synthetic and steel fibers.

Degree: MS, Civil and Environmental Engineering, 2018, Rutgers University

High performance concrete (HPC) is generically categorized as the type of concrete having both high strength and durability compared to conventional concrete. This is often… (more)

Subjects/Keywords: High strength concrete; Concrete – Expansion and contraction

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APA (6th Edition):

Brewer, Gregory, 1. (2018). Restrained shrinkage behavior of high performance concrete reinforced with synthetic and steel fibers. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/57511/

Chicago Manual of Style (16th Edition):

Brewer, Gregory, 1994-. “Restrained shrinkage behavior of high performance concrete reinforced with synthetic and steel fibers.” 2018. Masters Thesis, Rutgers University. Accessed May 08, 2021. https://rucore.libraries.rutgers.edu/rutgers-lib/57511/.

MLA Handbook (7th Edition):

Brewer, Gregory, 1994-. “Restrained shrinkage behavior of high performance concrete reinforced with synthetic and steel fibers.” 2018. Web. 08 May 2021.

Vancouver:

Brewer, Gregory 1. Restrained shrinkage behavior of high performance concrete reinforced with synthetic and steel fibers. [Internet] [Masters thesis]. Rutgers University; 2018. [cited 2021 May 08]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/57511/.

Council of Science Editors:

Brewer, Gregory 1. Restrained shrinkage behavior of high performance concrete reinforced with synthetic and steel fibers. [Masters Thesis]. Rutgers University; 2018. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/57511/


Rutgers University

18. Habib, Mina. Restrained shrinkage behavior of high performance concrete reinforced with hybrid fibers.

Degree: MS, High performance concrete, 2019, Rutgers University

High-performance concrete (HPC) is characterized as a type of concrete that has superior strength and higher durability than typical Class A concrete. These qualities are… (more)

Subjects/Keywords: Civil and Environmental Engineering; High strength concrete

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APA (6th Edition):

Habib, M. (2019). Restrained shrinkage behavior of high performance concrete reinforced with hybrid fibers. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/60760/

Chicago Manual of Style (16th Edition):

Habib, Mina. “Restrained shrinkage behavior of high performance concrete reinforced with hybrid fibers.” 2019. Masters Thesis, Rutgers University. Accessed May 08, 2021. https://rucore.libraries.rutgers.edu/rutgers-lib/60760/.

MLA Handbook (7th Edition):

Habib, Mina. “Restrained shrinkage behavior of high performance concrete reinforced with hybrid fibers.” 2019. Web. 08 May 2021.

Vancouver:

Habib M. Restrained shrinkage behavior of high performance concrete reinforced with hybrid fibers. [Internet] [Masters thesis]. Rutgers University; 2019. [cited 2021 May 08]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/60760/.

Council of Science Editors:

Habib M. Restrained shrinkage behavior of high performance concrete reinforced with hybrid fibers. [Masters Thesis]. Rutgers University; 2019. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/60760/


Ryerson University

19. Parkes, Dennis Charles. Dissimilar fiber laser welding between dual phase and high strength low alloy steels.

Degree: 2014, Ryerson University

 With increasing use of dual phase steels in the automotive industry, it is important to have an understanding of how they behave when they are… (more)

Subjects/Keywords: Welded joints  – Testing; Laser welding; Steel, High strength  – Welding; Steel, High strength  – Mechanical properties

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APA (6th Edition):

Parkes, D. C. (2014). Dissimilar fiber laser welding between dual phase and high strength low alloy steels. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2763

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):

Parkes, Dennis Charles. “Dissimilar fiber laser welding between dual phase and high strength low alloy steels.” 2014. Thesis, Ryerson University. Accessed May 08, 2021. https://digital.library.ryerson.ca/islandora/object/RULA%3A2763.

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

MLA Handbook (7th Edition):

Parkes, Dennis Charles. “Dissimilar fiber laser welding between dual phase and high strength low alloy steels.” 2014. Web. 08 May 2021.

Vancouver:

Parkes DC. Dissimilar fiber laser welding between dual phase and high strength low alloy steels. [Internet] [Thesis]. Ryerson University; 2014. [cited 2021 May 08]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2763.

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

Council of Science Editors:

Parkes DC. Dissimilar fiber laser welding between dual phase and high strength low alloy steels. [Thesis]. Ryerson University; 2014. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2763

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

20. P. Rama Mohan Rao. Experimental investigation of strength and durability characteristics of high strength and high volume fly ash concrete;.

Degree: Civil Engineering, 2014, Jawaharlal Nehru Technological University, Anantapuram

The current generation of fly ash per annum is about 650 million tones across the world. In India, the current estimate of the amount of… (more)

Subjects/Keywords: Civil Engineering; Fly ash concrete; High strength and high volume; Strength and durability characteristics

Page 1

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APA (6th Edition):

Rao, P. R. M. (2014). Experimental investigation of strength and durability characteristics of high strength and high volume fly ash concrete;. (Thesis). Jawaharlal Nehru Technological University, Anantapuram. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/19193

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):

Rao, P. Rama Mohan. “Experimental investigation of strength and durability characteristics of high strength and high volume fly ash concrete;.” 2014. Thesis, Jawaharlal Nehru Technological University, Anantapuram. Accessed May 08, 2021. http://shodhganga.inflibnet.ac.in/handle/10603/19193.

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

MLA Handbook (7th Edition):

Rao, P. Rama Mohan. “Experimental investigation of strength and durability characteristics of high strength and high volume fly ash concrete;.” 2014. Web. 08 May 2021.

Vancouver:

Rao PRM. Experimental investigation of strength and durability characteristics of high strength and high volume fly ash concrete;. [Internet] [Thesis]. Jawaharlal Nehru Technological University, Anantapuram; 2014. [cited 2021 May 08]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/19193.

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

Council of Science Editors:

Rao PRM. Experimental investigation of strength and durability characteristics of high strength and high volume fly ash concrete;. [Thesis]. Jawaharlal Nehru Technological University, Anantapuram; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/19193

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


Penn State University

21. Pfund, Stephen Jacob. Cyclic Response of Concrete Beams Reinforced with ASTM A1035 Grade-120 Steel Bars.

Degree: 2012, Penn State University

 Since the implementation of strength design for structural concrete in 1963, US building codes have limited the use of ultrahigh strength steel (UHSS, yield strength(more)

Subjects/Keywords: advanced high strength steel; crack width; deformation capacity; high performance fiber reinforced concrete; ultrahigh strength

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APA (6th Edition):

Pfund, S. J. (2012). Cyclic Response of Concrete Beams Reinforced with ASTM A1035 Grade-120 Steel Bars. (Thesis). Penn State University. Retrieved from https://submit-etda.libraries.psu.edu/catalog/15546

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):

Pfund, Stephen Jacob. “Cyclic Response of Concrete Beams Reinforced with ASTM A1035 Grade-120 Steel Bars.” 2012. Thesis, Penn State University. Accessed May 08, 2021. https://submit-etda.libraries.psu.edu/catalog/15546.

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

MLA Handbook (7th Edition):

Pfund, Stephen Jacob. “Cyclic Response of Concrete Beams Reinforced with ASTM A1035 Grade-120 Steel Bars.” 2012. Web. 08 May 2021.

Vancouver:

Pfund SJ. Cyclic Response of Concrete Beams Reinforced with ASTM A1035 Grade-120 Steel Bars. [Internet] [Thesis]. Penn State University; 2012. [cited 2021 May 08]. Available from: https://submit-etda.libraries.psu.edu/catalog/15546.

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

Council of Science Editors:

Pfund SJ. Cyclic Response of Concrete Beams Reinforced with ASTM A1035 Grade-120 Steel Bars. [Thesis]. Penn State University; 2012. Available from: https://submit-etda.libraries.psu.edu/catalog/15546

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


Colorado School of Mines

22. Miller, Stephanie L. Effect of microalloying on the strength of high carbon wire steels.

Degree: MS(M.S.), Metallurgical and Materials Engineering, 2013, Colorado School of Mines

 Microalloying additions of V, Nb, and N were investigated as means of increasing strength of eutectoid steels for wire applications. In order to examine the… (more)

Subjects/Keywords: strength; metallurgy; high carbon; steel; microalloying; wire; Microalloying; Steel  – Metallurgy; Metallography; Steel, High strength

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APA (6th Edition):

Miller, S. L. (2013). Effect of microalloying on the strength of high carbon wire steels. (Masters Thesis). Colorado School of Mines. Retrieved from http://hdl.handle.net/11124/77776

Chicago Manual of Style (16th Edition):

Miller, Stephanie L. “Effect of microalloying on the strength of high carbon wire steels.” 2013. Masters Thesis, Colorado School of Mines. Accessed May 08, 2021. http://hdl.handle.net/11124/77776.

MLA Handbook (7th Edition):

Miller, Stephanie L. “Effect of microalloying on the strength of high carbon wire steels.” 2013. Web. 08 May 2021.

Vancouver:

Miller SL. Effect of microalloying on the strength of high carbon wire steels. [Internet] [Masters thesis]. Colorado School of Mines; 2013. [cited 2021 May 08]. Available from: http://hdl.handle.net/11124/77776.

Council of Science Editors:

Miller SL. Effect of microalloying on the strength of high carbon wire steels. [Masters Thesis]. Colorado School of Mines; 2013. Available from: http://hdl.handle.net/11124/77776


Rutgers University

23. Eagelton, Jonathan, 1990-. Restrained shrinkage behavior of heat-cured, high early-strength high-performance concrete (HES-HPC).

Degree: MS, Civil and Environmental Engineering, 2014, Rutgers University

 For decades, High Performance Concrete has commonly been used in bridge decks due to its high strength and durability. Despite these properties, cracking in decks… (more)

Subjects/Keywords: High strength concrete – Cracking; High strength concrete – Expansion and contraction; Concrete bridges – Floors

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APA (6th Edition):

Eagelton, Jonathan, 1. (2014). Restrained shrinkage behavior of heat-cured, high early-strength high-performance concrete (HES-HPC). (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/42379/

Chicago Manual of Style (16th Edition):

Eagelton, Jonathan, 1990-. “Restrained shrinkage behavior of heat-cured, high early-strength high-performance concrete (HES-HPC).” 2014. Masters Thesis, Rutgers University. Accessed May 08, 2021. https://rucore.libraries.rutgers.edu/rutgers-lib/42379/.

MLA Handbook (7th Edition):

Eagelton, Jonathan, 1990-. “Restrained shrinkage behavior of heat-cured, high early-strength high-performance concrete (HES-HPC).” 2014. Web. 08 May 2021.

Vancouver:

Eagelton, Jonathan 1. Restrained shrinkage behavior of heat-cured, high early-strength high-performance concrete (HES-HPC). [Internet] [Masters thesis]. Rutgers University; 2014. [cited 2021 May 08]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/42379/.

Council of Science Editors:

Eagelton, Jonathan 1. Restrained shrinkage behavior of heat-cured, high early-strength high-performance concrete (HES-HPC). [Masters Thesis]. Rutgers University; 2014. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/42379/


University of Sydney

24. Huang, Zhichao. Behaviour and design of steel-concrete composite columns incorporating high-performance materials .

Degree: 2021, University of Sydney

 Composite columns with high-performance materials have gained increasing attention over the past decades. The use of high-performance materials in composite columns can minimise a cross-section… (more)

Subjects/Keywords: High-strength steel; High-strength concrete; CFST column; Slenderness limit; Ultimate limit state; Combined action

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APA (6th Edition):

Huang, Z. (2021). Behaviour and design of steel-concrete composite columns incorporating high-performance materials . (Thesis). University of Sydney. Retrieved from http://hdl.handle.net/2123/24993

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):

Huang, Zhichao. “Behaviour and design of steel-concrete composite columns incorporating high-performance materials .” 2021. Thesis, University of Sydney. Accessed May 08, 2021. http://hdl.handle.net/2123/24993.

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

MLA Handbook (7th Edition):

Huang, Zhichao. “Behaviour and design of steel-concrete composite columns incorporating high-performance materials .” 2021. Web. 08 May 2021.

Vancouver:

Huang Z. Behaviour and design of steel-concrete composite columns incorporating high-performance materials . [Internet] [Thesis]. University of Sydney; 2021. [cited 2021 May 08]. Available from: http://hdl.handle.net/2123/24993.

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

Council of Science Editors:

Huang Z. Behaviour and design of steel-concrete composite columns incorporating high-performance materials . [Thesis]. University of Sydney; 2021. Available from: http://hdl.handle.net/2123/24993

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


Oregon State University

25. Keshari, Shweta. Effect of constituent materials and curing methods on the abrasion resistance and durability of high performance concrete for pre-cast pre-stressed bridge deck slabs.

Degree: MS, Civil Engineering, 2010, Oregon State University

 This thesis is the consequence of a research effort undertaken by the School of Civil and Construction Engineering at Oregon State University and funded by… (more)

Subjects/Keywords: High Performance Concrete; High strength concrete  – Abrasion resistance

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APA (6th Edition):

Keshari, S. (2010). Effect of constituent materials and curing methods on the abrasion resistance and durability of high performance concrete for pre-cast pre-stressed bridge deck slabs. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/13778

Chicago Manual of Style (16th Edition):

Keshari, Shweta. “Effect of constituent materials and curing methods on the abrasion resistance and durability of high performance concrete for pre-cast pre-stressed bridge deck slabs.” 2010. Masters Thesis, Oregon State University. Accessed May 08, 2021. http://hdl.handle.net/1957/13778.

MLA Handbook (7th Edition):

Keshari, Shweta. “Effect of constituent materials and curing methods on the abrasion resistance and durability of high performance concrete for pre-cast pre-stressed bridge deck slabs.” 2010. Web. 08 May 2021.

Vancouver:

Keshari S. Effect of constituent materials and curing methods on the abrasion resistance and durability of high performance concrete for pre-cast pre-stressed bridge deck slabs. [Internet] [Masters thesis]. Oregon State University; 2010. [cited 2021 May 08]. Available from: http://hdl.handle.net/1957/13778.

Council of Science Editors:

Keshari S. Effect of constituent materials and curing methods on the abrasion resistance and durability of high performance concrete for pre-cast pre-stressed bridge deck slabs. [Masters Thesis]. Oregon State University; 2010. Available from: http://hdl.handle.net/1957/13778


Georgia Tech

26. Mishra, Kishlay. Effects of microstructure and strain rate on deformation behavior in advanced high strength steels.

Degree: MS, Materials Science and Engineering, 2017, Georgia Tech

 With an increasing demand for better fuel efficiency and better crashworthiness, automotive and steel industries in the recent past have seen enormous interest in developing… (more)

Subjects/Keywords: Advanced high strength steels; Hot-stamping; High strain rate; Quantitative fractography

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APA (6th Edition):

Mishra, K. (2017). Effects of microstructure and strain rate on deformation behavior in advanced high strength steels. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/59205

Chicago Manual of Style (16th Edition):

Mishra, Kishlay. “Effects of microstructure and strain rate on deformation behavior in advanced high strength steels.” 2017. Masters Thesis, Georgia Tech. Accessed May 08, 2021. http://hdl.handle.net/1853/59205.

MLA Handbook (7th Edition):

Mishra, Kishlay. “Effects of microstructure and strain rate on deformation behavior in advanced high strength steels.” 2017. Web. 08 May 2021.

Vancouver:

Mishra K. Effects of microstructure and strain rate on deformation behavior in advanced high strength steels. [Internet] [Masters thesis]. Georgia Tech; 2017. [cited 2021 May 08]. Available from: http://hdl.handle.net/1853/59205.

Council of Science Editors:

Mishra K. Effects of microstructure and strain rate on deformation behavior in advanced high strength steels. [Masters Thesis]. Georgia Tech; 2017. Available from: http://hdl.handle.net/1853/59205


Ryerson University

27. Banitabaei-Koupaei, Sayed-Mohammad. Strain rate effects on ultra high performance fiber reinforced concrete (UHP-FRC) with various fiber contents.

Degree: 2016, Ryerson University

 Ultra High Performance Fiber Reinforced Concrete (UHP-FRC) was introduced in the mid-1990s and has made striking advances in recent years. Ductal® is a UHP-FRC technology… (more)

Subjects/Keywords: High strength concrete  – Testing.; Fiber-reinforced concrete  – Testing.; Strains and stresses  – Testing.; Strength of materials.

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APA (6th Edition):

Banitabaei-Koupaei, S. (2016). Strain rate effects on ultra high performance fiber reinforced concrete (UHP-FRC) with various fiber contents. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A4880

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):

Banitabaei-Koupaei, Sayed-Mohammad. “Strain rate effects on ultra high performance fiber reinforced concrete (UHP-FRC) with various fiber contents.” 2016. Thesis, Ryerson University. Accessed May 08, 2021. https://digital.library.ryerson.ca/islandora/object/RULA%3A4880.

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

MLA Handbook (7th Edition):

Banitabaei-Koupaei, Sayed-Mohammad. “Strain rate effects on ultra high performance fiber reinforced concrete (UHP-FRC) with various fiber contents.” 2016. Web. 08 May 2021.

Vancouver:

Banitabaei-Koupaei S. Strain rate effects on ultra high performance fiber reinforced concrete (UHP-FRC) with various fiber contents. [Internet] [Thesis]. Ryerson University; 2016. [cited 2021 May 08]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A4880.

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

Council of Science Editors:

Banitabaei-Koupaei S. Strain rate effects on ultra high performance fiber reinforced concrete (UHP-FRC) with various fiber contents. [Thesis]. Ryerson University; 2016. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A4880

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


Ryerson University

28. Aghajani-Namin, Aria. Strain rate sensitivity of ultra-high performance fiber reinforced concrete.

Degree: 2015, Ryerson University

 Ultra High Performance Fiber Reinforced Concrete (UHP-FRC) is relatively new cementitious material, which has been developed to enhance material performance such as, durability, workability and… (more)

Subjects/Keywords: Fiber-reinforced concrete  – Testing; Strains and stresses  – Testing; Strength of materials; High strength concrete  – Testing

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APA (6th Edition):

Aghajani-Namin, A. (2015). Strain rate sensitivity of ultra-high performance fiber reinforced concrete. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A3782

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):

Aghajani-Namin, Aria. “Strain rate sensitivity of ultra-high performance fiber reinforced concrete.” 2015. Thesis, Ryerson University. Accessed May 08, 2021. https://digital.library.ryerson.ca/islandora/object/RULA%3A3782.

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

MLA Handbook (7th Edition):

Aghajani-Namin, Aria. “Strain rate sensitivity of ultra-high performance fiber reinforced concrete.” 2015. Web. 08 May 2021.

Vancouver:

Aghajani-Namin A. Strain rate sensitivity of ultra-high performance fiber reinforced concrete. [Internet] [Thesis]. Ryerson University; 2015. [cited 2021 May 08]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A3782.

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

Council of Science Editors:

Aghajani-Namin A. Strain rate sensitivity of ultra-high performance fiber reinforced concrete. [Thesis]. Ryerson University; 2015. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A3782

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

29. Wintjes, Erica. A Statistical Approach to Quantifying Impact of Multiple Pulse Resistance Spot Welding Schedules on Liquid Metal Embrittlement Cracking.

Degree: 2019, University of Waterloo

 Advanced high strength steels (AHSS) are advantageous for automotive applications due to their excellent strength and ductility. However, when coated with zinc for corrosion protection,… (more)

Subjects/Keywords: liquid metal embrittlement; resistance spot welding; advanced high strength steel; weld strength; cracking

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

APA (6th Edition):

Wintjes, E. (2019). A Statistical Approach to Quantifying Impact of Multiple Pulse Resistance Spot Welding Schedules on Liquid Metal Embrittlement Cracking. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/14573

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):

Wintjes, Erica. “A Statistical Approach to Quantifying Impact of Multiple Pulse Resistance Spot Welding Schedules on Liquid Metal Embrittlement Cracking.” 2019. Thesis, University of Waterloo. Accessed May 08, 2021. http://hdl.handle.net/10012/14573.

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

MLA Handbook (7th Edition):

Wintjes, Erica. “A Statistical Approach to Quantifying Impact of Multiple Pulse Resistance Spot Welding Schedules on Liquid Metal Embrittlement Cracking.” 2019. Web. 08 May 2021.

Vancouver:

Wintjes E. A Statistical Approach to Quantifying Impact of Multiple Pulse Resistance Spot Welding Schedules on Liquid Metal Embrittlement Cracking. [Internet] [Thesis]. University of Waterloo; 2019. [cited 2021 May 08]. Available from: http://hdl.handle.net/10012/14573.

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

Council of Science Editors:

Wintjes E. A Statistical Approach to Quantifying Impact of Multiple Pulse Resistance Spot Welding Schedules on Liquid Metal Embrittlement Cracking. [Thesis]. University of Waterloo; 2019. Available from: http://hdl.handle.net/10012/14573

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


Addis Ababa University

30. Hawiso, Darge. EFFECT OF USING HIGH STRENGTH CONCRETE COLUMNS ON THE STRUCTURAL BEHAVIORS OF BUILDING FRAME .

Degree: 2014, Addis Ababa University

High strength concrete (HSC) has been used in the lower story columns of high rise buildings owing to its qualities over normal strength concrete (NSC)… (more)

Subjects/Keywords: High strength concrete (HSC); normal strength concrete (NSC); BUILDING FRAME; CONCRETE COLUMNS

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

APA (6th Edition):

Hawiso, D. (2014). EFFECT OF USING HIGH STRENGTH CONCRETE COLUMNS ON THE STRUCTURAL BEHAVIORS OF BUILDING FRAME . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/5310

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):

Hawiso, Darge. “EFFECT OF USING HIGH STRENGTH CONCRETE COLUMNS ON THE STRUCTURAL BEHAVIORS OF BUILDING FRAME .” 2014. Thesis, Addis Ababa University. Accessed May 08, 2021. http://etd.aau.edu.et/dspace/handle/123456789/5310.

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

MLA Handbook (7th Edition):

Hawiso, Darge. “EFFECT OF USING HIGH STRENGTH CONCRETE COLUMNS ON THE STRUCTURAL BEHAVIORS OF BUILDING FRAME .” 2014. Web. 08 May 2021.

Vancouver:

Hawiso D. EFFECT OF USING HIGH STRENGTH CONCRETE COLUMNS ON THE STRUCTURAL BEHAVIORS OF BUILDING FRAME . [Internet] [Thesis]. Addis Ababa University; 2014. [cited 2021 May 08]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/5310.

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

Council of Science Editors:

Hawiso D. EFFECT OF USING HIGH STRENGTH CONCRETE COLUMNS ON THE STRUCTURAL BEHAVIORS OF BUILDING FRAME . [Thesis]. Addis Ababa University; 2014. Available from: http://etd.aau.edu.et/dspace/handle/123456789/5310

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

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