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You searched for subject:(Ultra High Performance Concrete). Showing records 1 – 30 of 64306 total matches.

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Mississippi State University

1. Burcham, Megan Noel. Multiscale structure-property relationships of ultra-high performance concrete.

Degree: MS, Mechanical Engineering, 2016, Mississippi State University

  The structure-property relationships of Ultra-High Performance Concrete (UHPC) were quantified using imaging techniques to characterize the multiscale hierarchical heterogeneities and the mechanical properties. Through… (more)

Subjects/Keywords: ultra-high performance concrete; mesoscale

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APA (6th Edition):

Burcham, M. N. (2016). Multiscale structure-property relationships of ultra-high performance concrete. (Masters Thesis). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-06232016-161231/ ;

Chicago Manual of Style (16th Edition):

Burcham, Megan Noel. “Multiscale structure-property relationships of ultra-high performance concrete.” 2016. Masters Thesis, Mississippi State University. Accessed July 22, 2019. http://sun.library.msstate.edu/ETD-db/theses/available/etd-06232016-161231/ ;.

MLA Handbook (7th Edition):

Burcham, Megan Noel. “Multiscale structure-property relationships of ultra-high performance concrete.” 2016. Web. 22 Jul 2019.

Vancouver:

Burcham MN. Multiscale structure-property relationships of ultra-high performance concrete. [Internet] [Masters thesis]. Mississippi State University; 2016. [cited 2019 Jul 22]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-06232016-161231/ ;.

Council of Science Editors:

Burcham MN. Multiscale structure-property relationships of ultra-high performance concrete. [Masters Thesis]. Mississippi State University; 2016. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-06232016-161231/ ;


Mississippi State University

2. Carey, Ashley Suzanne. Improved understanding of ultra-high performance concrete via mechanical property testing of mixes with varying ingredients and proportions.

Degree: MS, Mechanical Engineering, 2019, Mississippi State University

  This thesis evaluated constituent proportions on mechanical and thermal properties of ultra-high performance concrete. This thesis assessed how fine aggregates and fibers at varying… (more)

Subjects/Keywords: optimization; proportioning; ultra-high performance concrete

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APA (6th Edition):

Carey, A. S. (2019). Improved understanding of ultra-high performance concrete via mechanical property testing of mixes with varying ingredients and proportions. (Masters Thesis). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-02232019-143114/ ;

Chicago Manual of Style (16th Edition):

Carey, Ashley Suzanne. “Improved understanding of ultra-high performance concrete via mechanical property testing of mixes with varying ingredients and proportions.” 2019. Masters Thesis, Mississippi State University. Accessed July 22, 2019. http://sun.library.msstate.edu/ETD-db/theses/available/etd-02232019-143114/ ;.

MLA Handbook (7th Edition):

Carey, Ashley Suzanne. “Improved understanding of ultra-high performance concrete via mechanical property testing of mixes with varying ingredients and proportions.” 2019. Web. 22 Jul 2019.

Vancouver:

Carey AS. Improved understanding of ultra-high performance concrete via mechanical property testing of mixes with varying ingredients and proportions. [Internet] [Masters thesis]. Mississippi State University; 2019. [cited 2019 Jul 22]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-02232019-143114/ ;.

Council of Science Editors:

Carey AS. Improved understanding of ultra-high performance concrete via mechanical property testing of mixes with varying ingredients and proportions. [Masters Thesis]. Mississippi State University; 2019. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-02232019-143114/ ;


Delft University of Technology

3. Karachadzis, J. Actively Bent Compact Reinforced Composite Plates:.

Degree: 2016, Delft University of Technology

The thesis assess the feasibility of active bending method with regard to Compact Reinofrced Composite plates and provide guidelines for application of such plates in bridge engineering. Advisors/Committee Members: Schlangen, H. E. J. G., Van Nalta, R., Schipper, H. R., Braam, C.R..

Subjects/Keywords: Active Bending; Ultra High Performance Concrete; Cracks

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APA (6th Edition):

Karachadzis, J. (2016). Actively Bent Compact Reinforced Composite Plates:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:081b0717-704c-4b59-b42f-ce70ef6fdeaa

Chicago Manual of Style (16th Edition):

Karachadzis, J. “Actively Bent Compact Reinforced Composite Plates:.” 2016. Masters Thesis, Delft University of Technology. Accessed July 22, 2019. http://resolver.tudelft.nl/uuid:081b0717-704c-4b59-b42f-ce70ef6fdeaa.

MLA Handbook (7th Edition):

Karachadzis, J. “Actively Bent Compact Reinforced Composite Plates:.” 2016. Web. 22 Jul 2019.

Vancouver:

Karachadzis J. Actively Bent Compact Reinforced Composite Plates:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Jul 22]. Available from: http://resolver.tudelft.nl/uuid:081b0717-704c-4b59-b42f-ce70ef6fdeaa.

Council of Science Editors:

Karachadzis J. Actively Bent Compact Reinforced Composite Plates:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:081b0717-704c-4b59-b42f-ce70ef6fdeaa


University of Manitoba

4. Amorim, David Rodrigues Coelho. Behaviour of ultra-high performance concrete as a joint-fill material for precast bridge deck panels subjected to negative bending.

Degree: Civil Engineering, 2015, University of Manitoba

 This thesis investigates the behaviour of UHPC as a fill material for precast deck panels subjected to negative bending. Two full-scale test specimens were constructed.… (more)

Subjects/Keywords: Ultra-high performance concrete; Precast panels; Accelerated bridge construction; fatigue performance

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APA (6th Edition):

Amorim, D. R. C. (2015). Behaviour of ultra-high performance concrete as a joint-fill material for precast bridge deck panels subjected to negative bending. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/31018

Chicago Manual of Style (16th Edition):

Amorim, David Rodrigues Coelho. “Behaviour of ultra-high performance concrete as a joint-fill material for precast bridge deck panels subjected to negative bending.” 2015. Masters Thesis, University of Manitoba. Accessed July 22, 2019. http://hdl.handle.net/1993/31018.

MLA Handbook (7th Edition):

Amorim, David Rodrigues Coelho. “Behaviour of ultra-high performance concrete as a joint-fill material for precast bridge deck panels subjected to negative bending.” 2015. Web. 22 Jul 2019.

Vancouver:

Amorim DRC. Behaviour of ultra-high performance concrete as a joint-fill material for precast bridge deck panels subjected to negative bending. [Internet] [Masters thesis]. University of Manitoba; 2015. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/1993/31018.

Council of Science Editors:

Amorim DRC. Behaviour of ultra-high performance concrete as a joint-fill material for precast bridge deck panels subjected to negative bending. [Masters Thesis]. University of Manitoba; 2015. Available from: http://hdl.handle.net/1993/31018


Universitat Politècnica de València

5. Pereiro Barceló, Javier. INESTABILIDAD DE BARRAS COMPRIMIDAS DE ACERO Y DE SMA EN ELEMENTOS DE HORMIGÓN FABRICADOS CON NUEVOS MATERIALES. RECOMENDACIONES DE DISEÑO .

Degree: 2017, Universitat Politècnica de València

 The strain capacity of structures depends on the plastic hinge behaviour. There are different proposals in the scientific literature in order to improve this behaviour… (more)

Subjects/Keywords: SMA, NiTi; Inestabilidad; pandeo; hormigón reforzado con fibras; FRC, UHPC, HPC; Ultra High Performance Concrete; High Performance Concrete; Fiber Reinforced Concrete

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APA (6th Edition):

Pereiro Barceló, J. (2017). INESTABILIDAD DE BARRAS COMPRIMIDAS DE ACERO Y DE SMA EN ELEMENTOS DE HORMIGÓN FABRICADOS CON NUEVOS MATERIALES. RECOMENDACIONES DE DISEÑO . (Doctoral Dissertation). Universitat Politècnica de València. Retrieved from http://hdl.handle.net/10251/90650

Chicago Manual of Style (16th Edition):

Pereiro Barceló, Javier. “INESTABILIDAD DE BARRAS COMPRIMIDAS DE ACERO Y DE SMA EN ELEMENTOS DE HORMIGÓN FABRICADOS CON NUEVOS MATERIALES. RECOMENDACIONES DE DISEÑO .” 2017. Doctoral Dissertation, Universitat Politècnica de València. Accessed July 22, 2019. http://hdl.handle.net/10251/90650.

MLA Handbook (7th Edition):

Pereiro Barceló, Javier. “INESTABILIDAD DE BARRAS COMPRIMIDAS DE ACERO Y DE SMA EN ELEMENTOS DE HORMIGÓN FABRICADOS CON NUEVOS MATERIALES. RECOMENDACIONES DE DISEÑO .” 2017. Web. 22 Jul 2019.

Vancouver:

Pereiro Barceló J. INESTABILIDAD DE BARRAS COMPRIMIDAS DE ACERO Y DE SMA EN ELEMENTOS DE HORMIGÓN FABRICADOS CON NUEVOS MATERIALES. RECOMENDACIONES DE DISEÑO . [Internet] [Doctoral dissertation]. Universitat Politècnica de València; 2017. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/10251/90650.

Council of Science Editors:

Pereiro Barceló J. INESTABILIDAD DE BARRAS COMPRIMIDAS DE ACERO Y DE SMA EN ELEMENTOS DE HORMIGÓN FABRICADOS CON NUEVOS MATERIALES. RECOMENDACIONES DE DISEÑO . [Doctoral Dissertation]. Universitat Politècnica de València; 2017. Available from: http://hdl.handle.net/10251/90650

6. Nilsson, Lennart. Development of UHPC concrete using mostly locally available raw materials.

Degree: Environmental and Natural Resources Engineering, 2018, Luleå University of Technology

  The concrete technology has during the last century changed dramatically where the concept of high strength concrete has gone from 30MPa to well over… (more)

Subjects/Keywords: UHPC; Ultra High-Performance Concrete; Other Materials Engineering; Annan materialteknik

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APA (6th Edition):

Nilsson, L. (2018). Development of UHPC concrete using mostly locally available raw materials. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-69456

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):

Nilsson, Lennart. “Development of UHPC concrete using mostly locally available raw materials.” 2018. Thesis, Luleå University of Technology. Accessed July 22, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-69456.

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

MLA Handbook (7th Edition):

Nilsson, Lennart. “Development of UHPC concrete using mostly locally available raw materials.” 2018. Web. 22 Jul 2019.

Vancouver:

Nilsson L. Development of UHPC concrete using mostly locally available raw materials. [Internet] [Thesis]. Luleå University of Technology; 2018. [cited 2019 Jul 22]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-69456.

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

Council of Science Editors:

Nilsson L. Development of UHPC concrete using mostly locally available raw materials. [Thesis]. Luleå University of Technology; 2018. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-69456

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


Clemson University

7. Filosa, Francis Vincent. Live Load Distribution Factors and UHPC Shear Key Performance of SCDOT NEXT D Beam and Solid Slab Bridges.

Degree: MS, Civil Engineering, 2017, Clemson University

 For short to medium span bridges experiencing lower average daily traffic (ADT), the South Carolina Department of Transportation (SCDOT) currently utilizes both hollow core and… (more)

Subjects/Keywords: DFM; NEXT D Beam; Shear Key; Ultra-high Performance Concrete

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APA (6th Edition):

Filosa, F. V. (2017). Live Load Distribution Factors and UHPC Shear Key Performance of SCDOT NEXT D Beam and Solid Slab Bridges. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/2795

Chicago Manual of Style (16th Edition):

Filosa, Francis Vincent. “Live Load Distribution Factors and UHPC Shear Key Performance of SCDOT NEXT D Beam and Solid Slab Bridges.” 2017. Masters Thesis, Clemson University. Accessed July 22, 2019. https://tigerprints.clemson.edu/all_theses/2795.

MLA Handbook (7th Edition):

Filosa, Francis Vincent. “Live Load Distribution Factors and UHPC Shear Key Performance of SCDOT NEXT D Beam and Solid Slab Bridges.” 2017. Web. 22 Jul 2019.

Vancouver:

Filosa FV. Live Load Distribution Factors and UHPC Shear Key Performance of SCDOT NEXT D Beam and Solid Slab Bridges. [Internet] [Masters thesis]. Clemson University; 2017. [cited 2019 Jul 22]. Available from: https://tigerprints.clemson.edu/all_theses/2795.

Council of Science Editors:

Filosa FV. Live Load Distribution Factors and UHPC Shear Key Performance of SCDOT NEXT D Beam and Solid Slab Bridges. [Masters Thesis]. Clemson University; 2017. Available from: https://tigerprints.clemson.edu/all_theses/2795


Virginia Tech

8. Dacanay, Thomas Christian. Ultra-High Performance Concrete Shear Walls in Tall Buildings.

Degree: MS, Civil and Environmental Engineering, 2016, Virginia Tech

 This thesis presents the results of an effort to quantify the implications of using ultra-high performance concrete (UHPC) for shear walls in tall buildings considering… (more)

Subjects/Keywords: Ultra-high performance concrete; shear wall; Lattice Discrete Particle Model; sustainability

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APA (6th Edition):

Dacanay, T. C. (2016). Ultra-High Performance Concrete Shear Walls in Tall Buildings. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/65161

Chicago Manual of Style (16th Edition):

Dacanay, Thomas Christian. “Ultra-High Performance Concrete Shear Walls in Tall Buildings.” 2016. Masters Thesis, Virginia Tech. Accessed July 22, 2019. http://hdl.handle.net/10919/65161.

MLA Handbook (7th Edition):

Dacanay, Thomas Christian. “Ultra-High Performance Concrete Shear Walls in Tall Buildings.” 2016. Web. 22 Jul 2019.

Vancouver:

Dacanay TC. Ultra-High Performance Concrete Shear Walls in Tall Buildings. [Internet] [Masters thesis]. Virginia Tech; 2016. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/10919/65161.

Council of Science Editors:

Dacanay TC. Ultra-High Performance Concrete Shear Walls in Tall Buildings. [Masters Thesis]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/65161


University of Toronto

9. Shao, Bingyue. Mix Development of PLC-based Ultra-high Performance Fibre Reinforced Concrete and Characterization of Key Mechanical Properties and Time-Dependent Behaviour.

Degree: 2016, University of Toronto

This thesis proposes a new Ultra-high Performance Fibre Reinforced Concrete (UHPFRC) mix design developed and optimized with the aim of lowering environmental and economic cost… (more)

Subjects/Keywords: Concrete; Fibre; Flexural; Mix design; Tensile; Ultra-high performance; 0543

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APA (6th Edition):

Shao, B. (2016). Mix Development of PLC-based Ultra-high Performance Fibre Reinforced Concrete and Characterization of Key Mechanical Properties and Time-Dependent Behaviour. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/76013

Chicago Manual of Style (16th Edition):

Shao, Bingyue. “Mix Development of PLC-based Ultra-high Performance Fibre Reinforced Concrete and Characterization of Key Mechanical Properties and Time-Dependent Behaviour.” 2016. Masters Thesis, University of Toronto. Accessed July 22, 2019. http://hdl.handle.net/1807/76013.

MLA Handbook (7th Edition):

Shao, Bingyue. “Mix Development of PLC-based Ultra-high Performance Fibre Reinforced Concrete and Characterization of Key Mechanical Properties and Time-Dependent Behaviour.” 2016. Web. 22 Jul 2019.

Vancouver:

Shao B. Mix Development of PLC-based Ultra-high Performance Fibre Reinforced Concrete and Characterization of Key Mechanical Properties and Time-Dependent Behaviour. [Internet] [Masters thesis]. University of Toronto; 2016. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/1807/76013.

Council of Science Editors:

Shao B. Mix Development of PLC-based Ultra-high Performance Fibre Reinforced Concrete and Characterization of Key Mechanical Properties and Time-Dependent Behaviour. [Masters Thesis]. University of Toronto; 2016. Available from: http://hdl.handle.net/1807/76013


Delft University of Technology

10. Kenter, R.J.A. The elevated metro structure in concrete, UHPC and composite:.

Degree: 2010, Delft University of Technology

 In some large cities, the infrastructure is elevated high above the ground. An elevated metro system has the advantage that its construction is cheaper compared… (more)

Subjects/Keywords: elevated; metro; concrete; UHPC; composite; FRP; ultra high performance concrete; fibre reinforced polymer

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APA (6th Edition):

Kenter, R. J. A. (2010). The elevated metro structure in concrete, UHPC and composite:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:fb6be0ce-82dd-4dc6-bab4-acea2e8bc347

Chicago Manual of Style (16th Edition):

Kenter, R J A. “The elevated metro structure in concrete, UHPC and composite:.” 2010. Masters Thesis, Delft University of Technology. Accessed July 22, 2019. http://resolver.tudelft.nl/uuid:fb6be0ce-82dd-4dc6-bab4-acea2e8bc347.

MLA Handbook (7th Edition):

Kenter, R J A. “The elevated metro structure in concrete, UHPC and composite:.” 2010. Web. 22 Jul 2019.

Vancouver:

Kenter RJA. The elevated metro structure in concrete, UHPC and composite:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Jul 22]. Available from: http://resolver.tudelft.nl/uuid:fb6be0ce-82dd-4dc6-bab4-acea2e8bc347.

Council of Science Editors:

Kenter RJA. The elevated metro structure in concrete, UHPC and composite:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:fb6be0ce-82dd-4dc6-bab4-acea2e8bc347


University of Connecticut

11. Burke, Brian T. Residual Strength of Ultra-High Performance Concrete After Exposure to Elevated Temperatures.

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

  This paper presents the results of a study on the effect of elevated temperatures on the compressive strength of <a></a><a>ultra-high-performance fiber-reinforced concrete </a>(<a>UHPFRC</a>). Two different… (more)

Subjects/Keywords: ultra-high performance concrete; residual strength; elevated temperature; compressive strength; fiber reinforced concrete

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APA (6th Edition):

Burke, B. T. (2011). Residual Strength of Ultra-High Performance Concrete After Exposure to Elevated Temperatures. (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/44

Chicago Manual of Style (16th Edition):

Burke, Brian T. “Residual Strength of Ultra-High Performance Concrete After Exposure to Elevated Temperatures.” 2011. Masters Thesis, University of Connecticut. Accessed July 22, 2019. https://opencommons.uconn.edu/gs_theses/44.

MLA Handbook (7th Edition):

Burke, Brian T. “Residual Strength of Ultra-High Performance Concrete After Exposure to Elevated Temperatures.” 2011. Web. 22 Jul 2019.

Vancouver:

Burke BT. Residual Strength of Ultra-High Performance Concrete After Exposure to Elevated Temperatures. [Internet] [Masters thesis]. University of Connecticut; 2011. [cited 2019 Jul 22]. Available from: https://opencommons.uconn.edu/gs_theses/44.

Council of Science Editors:

Burke BT. Residual Strength of Ultra-High Performance Concrete After Exposure to Elevated Temperatures. [Masters Thesis]. University of Connecticut; 2011. Available from: https://opencommons.uconn.edu/gs_theses/44


University of Texas – Austin

12. -8781-1820. Development and laboratory testing of Ultra High Performance Concrete.

Degree: Civil, Architectural, and Environmental Engineering, 2016, University of Texas – Austin

Ultra-High Performance Concrete (UHPC) is an emerging material technology that exhibits a combination of high compressive strength, high tensile strength, high toughness and ductility, and… (more)

Subjects/Keywords: Concrete; Ultra High Performance Concrete; UHPC; Mechanical testing; Strain hardening concrete; Ductal; UHPC bridge connections; UHPC closure pours; Nonproprietary

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APA (6th Edition):

-8781-1820. (2016). Development and laboratory testing of Ultra High Performance Concrete. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/47240

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

Chicago Manual of Style (16th Edition):

-8781-1820. “Development and laboratory testing of Ultra High Performance Concrete.” 2016. Thesis, University of Texas – Austin. Accessed July 22, 2019. http://hdl.handle.net/2152/47240.

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

MLA Handbook (7th Edition):

-8781-1820. “Development and laboratory testing of Ultra High Performance Concrete.” 2016. Web. 22 Jul 2019.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-8781-1820. Development and laboratory testing of Ultra High Performance Concrete. [Internet] [Thesis]. University of Texas – Austin; 2016. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/2152/47240.

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

Council of Science Editors:

-8781-1820. Development and laboratory testing of Ultra High Performance Concrete. [Thesis]. University of Texas – Austin; 2016. Available from: http://hdl.handle.net/2152/47240

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


Purdue University

13. Lim, Boon Him. Size and Rate Effects on Mechanical Behavior of Ultra High Performance Concrete.

Degree: Aeronautics and Astronautics, 2013, Purdue University

  Cor-Tuf, broadly characterize as a reactive powder concrete is a type of cementitious material. Cementitious materials have been observed to exhibit a strain-rate dependent… (more)

Subjects/Keywords: Split Hopkinson Pressure Bar; Strain-Rate; Ultra High Performance Concrete; Aerospace Engineering; Civil Engineering

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APA (6th Edition):

Lim, B. H. (2013). Size and Rate Effects on Mechanical Behavior of Ultra High Performance Concrete. (Thesis). Purdue University. Retrieved from http://docs.lib.purdue.edu/open_access_theses/41

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):

Lim, Boon Him. “Size and Rate Effects on Mechanical Behavior of Ultra High Performance Concrete.” 2013. Thesis, Purdue University. Accessed July 22, 2019. http://docs.lib.purdue.edu/open_access_theses/41.

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

MLA Handbook (7th Edition):

Lim, Boon Him. “Size and Rate Effects on Mechanical Behavior of Ultra High Performance Concrete.” 2013. Web. 22 Jul 2019.

Vancouver:

Lim BH. Size and Rate Effects on Mechanical Behavior of Ultra High Performance Concrete. [Internet] [Thesis]. Purdue University; 2013. [cited 2019 Jul 22]. Available from: http://docs.lib.purdue.edu/open_access_theses/41.

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

Council of Science Editors:

Lim BH. Size and Rate Effects on Mechanical Behavior of Ultra High Performance Concrete. [Thesis]. Purdue University; 2013. Available from: http://docs.lib.purdue.edu/open_access_theses/41

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


Missouri University of Science and Technology

14. Willey, Julie Anne. Use of ultra-high performance concrete to mitigate impact and explosive threats.

Degree: M.S. in Civil Engineering, Civil Engineering, Missouri University of Science and Technology

 "This study is a continuation of research conducted by Natalia Carey, Anthony Wulfers, and Dr. John Myers under the DHS ALERT Center. Carey investigated the… (more)

Subjects/Keywords: Ultra-high Performance Concrete; Civil Engineering

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APA (6th Edition):

Willey, J. A. (n.d.). Use of ultra-high performance concrete to mitigate impact and explosive threats. (Masters Thesis). Missouri University of Science and Technology. Retrieved from http://scholarsmine.mst.edu/masters_theses/7204

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Chicago Manual of Style (16th Edition):

Willey, Julie Anne. “Use of ultra-high performance concrete to mitigate impact and explosive threats.” Masters Thesis, Missouri University of Science and Technology. Accessed July 22, 2019. http://scholarsmine.mst.edu/masters_theses/7204.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

MLA Handbook (7th Edition):

Willey, Julie Anne. “Use of ultra-high performance concrete to mitigate impact and explosive threats.” Web. 22 Jul 2019.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

Willey JA. Use of ultra-high performance concrete to mitigate impact and explosive threats. [Internet] [Masters thesis]. Missouri University of Science and Technology; [cited 2019 Jul 22]. Available from: http://scholarsmine.mst.edu/masters_theses/7204.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Council of Science Editors:

Willey JA. Use of ultra-high performance concrete to mitigate impact and explosive threats. [Masters Thesis]. Missouri University of Science and Technology; Available from: http://scholarsmine.mst.edu/masters_theses/7204

Note: this citation may be lacking information needed for this citation format:
No year of publication.


Ohio University

15. Moallem, Mohammad Reza. Flexural Redistribution in Ultra-High Performance Concrete Lab Specimens.

Degree: MS, Civil Engineering (Engineering and Technology), 2010, Ohio University

Ultra-High Performance Concrete (UHPC) is a new generation of cement based construction materials which features superior mechanical and material properties. Its compressive and flexural… (more)

Subjects/Keywords: Civil Engineering; UHPC; UHFRC; Moment Redistribution; Flexural Redistribution; Ultra-High Performance Concrete

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

APA (6th Edition):

Moallem, M. R. (2010). Flexural Redistribution in Ultra-High Performance Concrete Lab Specimens. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1275498520

Chicago Manual of Style (16th Edition):

Moallem, Mohammad Reza. “Flexural Redistribution in Ultra-High Performance Concrete Lab Specimens.” 2010. Masters Thesis, Ohio University. Accessed July 22, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1275498520.

MLA Handbook (7th Edition):

Moallem, Mohammad Reza. “Flexural Redistribution in Ultra-High Performance Concrete Lab Specimens.” 2010. Web. 22 Jul 2019.

Vancouver:

Moallem MR. Flexural Redistribution in Ultra-High Performance Concrete Lab Specimens. [Internet] [Masters thesis]. Ohio University; 2010. [cited 2019 Jul 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1275498520.

Council of Science Editors:

Moallem MR. Flexural Redistribution in Ultra-High Performance Concrete Lab Specimens. [Masters Thesis]. Ohio University; 2010. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1275498520


Iowa State University

16. Lewin, Thomas James. An investigation of design alternatives for 328-ft (100-m) tall wind turbine towers.

Degree: 2010, Iowa State University

 As wind turbines are continued to be placed at higher elevations, the need for taller wind turbine towers becomes necessary. However, there are multiple challenges… (more)

Subjects/Keywords: Lattice Tower; Ultra-High Performance Concrete; Wind Turbine; Civil Engineering; Oil, Gas, and Energy; Sustainability

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APA (6th Edition):

Lewin, T. J. (2010). An investigation of design alternatives for 328-ft (100-m) tall wind turbine towers. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/12256

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):

Lewin, Thomas James. “An investigation of design alternatives for 328-ft (100-m) tall wind turbine towers.” 2010. Thesis, Iowa State University. Accessed July 22, 2019. https://lib.dr.iastate.edu/etd/12256.

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

MLA Handbook (7th Edition):

Lewin, Thomas James. “An investigation of design alternatives for 328-ft (100-m) tall wind turbine towers.” 2010. Web. 22 Jul 2019.

Vancouver:

Lewin TJ. An investigation of design alternatives for 328-ft (100-m) tall wind turbine towers. [Internet] [Thesis]. Iowa State University; 2010. [cited 2019 Jul 22]. Available from: https://lib.dr.iastate.edu/etd/12256.

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

Council of Science Editors:

Lewin TJ. An investigation of design alternatives for 328-ft (100-m) tall wind turbine towers. [Thesis]. Iowa State University; 2010. Available from: https://lib.dr.iastate.edu/etd/12256

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

17. El Helou, Rafic Gerges. Multiscale Computational Framework for Analysis and Design of Ultra-High Performance Concrete Structural Components and Systems.

Degree: PhD, Civil and Environmental Engineering, 2016, Virginia Tech

 This research develops and validates computational tools for the design and analysis of structural components and systems constructed with Ultra-High Performance Concrete (UHPC). The modeling… (more)

Subjects/Keywords: Ultra-high performance concrete; Lattice discrete particle model; Continuum triaxial model; Material characterization; Structural analysis

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APA (6th Edition):

El Helou, R. G. (2016). Multiscale Computational Framework for Analysis and Design of Ultra-High Performance Concrete Structural Components and Systems. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/73381

Chicago Manual of Style (16th Edition):

El Helou, Rafic Gerges. “Multiscale Computational Framework for Analysis and Design of Ultra-High Performance Concrete Structural Components and Systems.” 2016. Doctoral Dissertation, Virginia Tech. Accessed July 22, 2019. http://hdl.handle.net/10919/73381.

MLA Handbook (7th Edition):

El Helou, Rafic Gerges. “Multiscale Computational Framework for Analysis and Design of Ultra-High Performance Concrete Structural Components and Systems.” 2016. Web. 22 Jul 2019.

Vancouver:

El Helou RG. Multiscale Computational Framework for Analysis and Design of Ultra-High Performance Concrete Structural Components and Systems. [Internet] [Doctoral dissertation]. Virginia Tech; 2016. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/10919/73381.

Council of Science Editors:

El Helou RG. Multiscale Computational Framework for Analysis and Design of Ultra-High Performance Concrete Structural Components and Systems. [Doctoral Dissertation]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/73381


Florida International University

18. Shafieifar, Mohamadreza. New Connection Details to Connect Precast Cap Beams to Precast Columns Using Ultra High Performance Concrete (UHPC) for Seismic and Non-seismic Regions.

Degree: PhD, Civil Engineering, 2018, Florida International University

  Several connection details have been developed for the connection of precast cap beams to precast columns in Accelerated Bridge Construction (ABC) applications. Currently, the… (more)

Subjects/Keywords: Bridge; Precast; Connection; UHPC; Ultra High Performance Concrete; Column; Cap beam; Civil Engineering; Structural Engineering

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APA (6th Edition):

Shafieifar, M. (2018). New Connection Details to Connect Precast Cap Beams to Precast Columns Using Ultra High Performance Concrete (UHPC) for Seismic and Non-seismic Regions. (Doctoral Dissertation). Florida International University. Retrieved from https://digitalcommons.fiu.edu/etd/3857 ; FIDC007045

Chicago Manual of Style (16th Edition):

Shafieifar, Mohamadreza. “New Connection Details to Connect Precast Cap Beams to Precast Columns Using Ultra High Performance Concrete (UHPC) for Seismic and Non-seismic Regions.” 2018. Doctoral Dissertation, Florida International University. Accessed July 22, 2019. https://digitalcommons.fiu.edu/etd/3857 ; FIDC007045.

MLA Handbook (7th Edition):

Shafieifar, Mohamadreza. “New Connection Details to Connect Precast Cap Beams to Precast Columns Using Ultra High Performance Concrete (UHPC) for Seismic and Non-seismic Regions.” 2018. Web. 22 Jul 2019.

Vancouver:

Shafieifar M. New Connection Details to Connect Precast Cap Beams to Precast Columns Using Ultra High Performance Concrete (UHPC) for Seismic and Non-seismic Regions. [Internet] [Doctoral dissertation]. Florida International University; 2018. [cited 2019 Jul 22]. Available from: https://digitalcommons.fiu.edu/etd/3857 ; FIDC007045.

Council of Science Editors:

Shafieifar M. New Connection Details to Connect Precast Cap Beams to Precast Columns Using Ultra High Performance Concrete (UHPC) for Seismic and Non-seismic Regions. [Doctoral Dissertation]. Florida International University; 2018. Available from: https://digitalcommons.fiu.edu/etd/3857 ; FIDC007045


Mississippi State University

19. Bryan, Katie Elizabeth. Multiscale modeling of cementitious materials.

Degree: MS, Mechanical Engineering, 2019, Mississippi State University

  Cementitious material is modeled at multiple length scales to provide an understanding of its structure-property relations at the mesoscale. The ultimate research goal is… (more)

Subjects/Keywords: Ultra-High Performance Concrete; Fiber Reinforced; Mechanical Property; Finite Element Analysis; Microstructural

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APA (6th Edition):

Bryan, K. E. (2019). Multiscale modeling of cementitious materials. (Masters Thesis). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-03062019-161552/ ;

Chicago Manual of Style (16th Edition):

Bryan, Katie Elizabeth. “Multiscale modeling of cementitious materials.” 2019. Masters Thesis, Mississippi State University. Accessed July 22, 2019. http://sun.library.msstate.edu/ETD-db/theses/available/etd-03062019-161552/ ;.

MLA Handbook (7th Edition):

Bryan, Katie Elizabeth. “Multiscale modeling of cementitious materials.” 2019. Web. 22 Jul 2019.

Vancouver:

Bryan KE. Multiscale modeling of cementitious materials. [Internet] [Masters thesis]. Mississippi State University; 2019. [cited 2019 Jul 22]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-03062019-161552/ ;.

Council of Science Editors:

Bryan KE. Multiscale modeling of cementitious materials. [Masters Thesis]. Mississippi State University; 2019. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-03062019-161552/ ;


Delft University of Technology

20. Berendsen, P.P.S. Application of Ultra High Performace Fibre Reinforced Concrete in the Building Engineering:.

Degree: 2014, Delft University of Technology

 Material properties of concrete have developed rapidly in the past fifteen years. With the advent of Ultra High Performance Fibre Reinforced Concrete (UHPFRC) a new… (more)

Subjects/Keywords: UHPFRC; UHPC; Ultra High Performance Fibre Reinforced Concrete; Building Engineering; Buildings; Achitecture; Structural Engineering

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APA (6th Edition):

Berendsen, P. P. S. (2014). Application of Ultra High Performace Fibre Reinforced Concrete in the Building Engineering:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b8c35ca2-30fd-4337-ac45-abbd2d85f8f3

Chicago Manual of Style (16th Edition):

Berendsen, P P S. “Application of Ultra High Performace Fibre Reinforced Concrete in the Building Engineering:.” 2014. Masters Thesis, Delft University of Technology. Accessed July 22, 2019. http://resolver.tudelft.nl/uuid:b8c35ca2-30fd-4337-ac45-abbd2d85f8f3.

MLA Handbook (7th Edition):

Berendsen, P P S. “Application of Ultra High Performace Fibre Reinforced Concrete in the Building Engineering:.” 2014. Web. 22 Jul 2019.

Vancouver:

Berendsen PPS. Application of Ultra High Performace Fibre Reinforced Concrete in the Building Engineering:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Jul 22]. Available from: http://resolver.tudelft.nl/uuid:b8c35ca2-30fd-4337-ac45-abbd2d85f8f3.

Council of Science Editors:

Berendsen PPS. Application of Ultra High Performace Fibre Reinforced Concrete in the Building Engineering:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:b8c35ca2-30fd-4337-ac45-abbd2d85f8f3


Stellenbosch University

21. Zang, Jin. Developing non-heat treated UHPC in South Africa.

Degree: PhD, Civil Engineering, 2015, Stellenbosch University

 ENGLISH ASTRACT: The very high strength, enhanced ductility and long-term durability of ultra-high performance concrete (UHPC) makes it an ideal material to be used for… (more)

Subjects/Keywords: UHPC  – Non-heat treated; Ultra-high Performance Concrete (UHPC)  – South Africa; UCTD

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APA (6th Edition):

Zang, J. (2015). Developing non-heat treated UHPC in South Africa. (Doctoral Dissertation). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/96699

Chicago Manual of Style (16th Edition):

Zang, Jin. “Developing non-heat treated UHPC in South Africa.” 2015. Doctoral Dissertation, Stellenbosch University. Accessed July 22, 2019. http://hdl.handle.net/10019.1/96699.

MLA Handbook (7th Edition):

Zang, Jin. “Developing non-heat treated UHPC in South Africa.” 2015. Web. 22 Jul 2019.

Vancouver:

Zang J. Developing non-heat treated UHPC in South Africa. [Internet] [Doctoral dissertation]. Stellenbosch University; 2015. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/10019.1/96699.

Council of Science Editors:

Zang J. Developing non-heat treated UHPC in South Africa. [Doctoral Dissertation]. Stellenbosch University; 2015. Available from: http://hdl.handle.net/10019.1/96699


Iowa State University

22. Hartwell, Douglas Robert. Laboratory testing of Ultra High Performance Concrete deck joints for use in accelerated bridge construction.

Degree: 2011, Iowa State University

 Accelerated bridge construction is one rapid renewal technique being investigated to address the needs of the United States' aging infrastructure under the Second Strategic Highway… (more)

Subjects/Keywords: ABC; accelerated bridge construction; deck joint; UHPC; Ultra High Performance Concrete; Civil and Environmental Engineering

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APA (6th Edition):

Hartwell, D. R. (2011). Laboratory testing of Ultra High Performance Concrete deck joints for use in accelerated bridge construction. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/10420

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):

Hartwell, Douglas Robert. “Laboratory testing of Ultra High Performance Concrete deck joints for use in accelerated bridge construction.” 2011. Thesis, Iowa State University. Accessed July 22, 2019. https://lib.dr.iastate.edu/etd/10420.

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

MLA Handbook (7th Edition):

Hartwell, Douglas Robert. “Laboratory testing of Ultra High Performance Concrete deck joints for use in accelerated bridge construction.” 2011. Web. 22 Jul 2019.

Vancouver:

Hartwell DR. Laboratory testing of Ultra High Performance Concrete deck joints for use in accelerated bridge construction. [Internet] [Thesis]. Iowa State University; 2011. [cited 2019 Jul 22]. Available from: https://lib.dr.iastate.edu/etd/10420.

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

Council of Science Editors:

Hartwell DR. Laboratory testing of Ultra High Performance Concrete deck joints for use in accelerated bridge construction. [Thesis]. Iowa State University; 2011. Available from: https://lib.dr.iastate.edu/etd/10420

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


University of Michigan

23. Alkaysi, Mouhamed. Strength and Durability of Ultra-High Performance Concrete Materials and Structures.

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

 The need to address the aging of today’s infrastructures presents engineers and designers with a unique opportunity to redefine the methods and materials with which… (more)

Subjects/Keywords: UHPC Ultra-high performance concrete materials structures; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Alkaysi, M. (2016). Strength and Durability of Ultra-High Performance Concrete Materials and Structures. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/133393

Chicago Manual of Style (16th Edition):

Alkaysi, Mouhamed. “Strength and Durability of Ultra-High Performance Concrete Materials and Structures.” 2016. Doctoral Dissertation, University of Michigan. Accessed July 22, 2019. http://hdl.handle.net/2027.42/133393.

MLA Handbook (7th Edition):

Alkaysi, Mouhamed. “Strength and Durability of Ultra-High Performance Concrete Materials and Structures.” 2016. Web. 22 Jul 2019.

Vancouver:

Alkaysi M. Strength and Durability of Ultra-High Performance Concrete Materials and Structures. [Internet] [Doctoral dissertation]. University of Michigan; 2016. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/2027.42/133393.

Council of Science Editors:

Alkaysi M. Strength and Durability of Ultra-High Performance Concrete Materials and Structures. [Doctoral Dissertation]. University of Michigan; 2016. Available from: http://hdl.handle.net/2027.42/133393


University of Maine

24. Smith Gillis, Reagan M. Development of Thermoplastic Composite Reinforced Ultra-High Performance Concrete Panels for Impact Resistance.

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

  Recent studies investigating the impact performance of ultra-high performance concrete (UHPC) reported a quasi-brittle flexural failure that transitioned to a brittle punching-shear failure as… (more)

Subjects/Keywords: composite sandwich panel; fiber-reinforced concrete; low velocity impact; delamination; thermoplastic composite; ultra-high performance concrete; Structural Engineering

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APA (6th Edition):

Smith Gillis, R. M. (2018). Development of Thermoplastic Composite Reinforced Ultra-High Performance Concrete Panels for Impact Resistance. (Masters Thesis). University of Maine. Retrieved from https://digitalcommons.library.umaine.edu/etd/2931

Chicago Manual of Style (16th Edition):

Smith Gillis, Reagan M. “Development of Thermoplastic Composite Reinforced Ultra-High Performance Concrete Panels for Impact Resistance.” 2018. Masters Thesis, University of Maine. Accessed July 22, 2019. https://digitalcommons.library.umaine.edu/etd/2931.

MLA Handbook (7th Edition):

Smith Gillis, Reagan M. “Development of Thermoplastic Composite Reinforced Ultra-High Performance Concrete Panels for Impact Resistance.” 2018. Web. 22 Jul 2019.

Vancouver:

Smith Gillis RM. Development of Thermoplastic Composite Reinforced Ultra-High Performance Concrete Panels for Impact Resistance. [Internet] [Masters thesis]. University of Maine; 2018. [cited 2019 Jul 22]. Available from: https://digitalcommons.library.umaine.edu/etd/2931.

Council of Science Editors:

Smith Gillis RM. Development of Thermoplastic Composite Reinforced Ultra-High Performance Concrete Panels for Impact Resistance. [Masters Thesis]. University of Maine; 2018. Available from: https://digitalcommons.library.umaine.edu/etd/2931


Mississippi State University

25. Allard, Thomas. Mechanical Property Development and Numerical Modeling of Ultra-High Performance Concrete Focused on Isothermal Curing Conditions.

Degree: MS, Civil and Environmental Engineering, 2018, Mississippi State University

Ultra-high performance concrete (UHPC) has progressively gained interest because of its favorable strength and durability properties. Literature shows that curing temperature has a significant effect… (more)

Subjects/Keywords: compressive strength; strength development; elastic modulus; concrete; UHPC; ultra high performance concrete; isothermal; curing; finite element analysis; numerical analysis

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APA (6th Edition):

Allard, T. (2018). Mechanical Property Development and Numerical Modeling of Ultra-High Performance Concrete Focused on Isothermal Curing Conditions. (Masters Thesis). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-10232018-102317/ ;

Chicago Manual of Style (16th Edition):

Allard, Thomas. “Mechanical Property Development and Numerical Modeling of Ultra-High Performance Concrete Focused on Isothermal Curing Conditions.” 2018. Masters Thesis, Mississippi State University. Accessed July 22, 2019. http://sun.library.msstate.edu/ETD-db/theses/available/etd-10232018-102317/ ;.

MLA Handbook (7th Edition):

Allard, Thomas. “Mechanical Property Development and Numerical Modeling of Ultra-High Performance Concrete Focused on Isothermal Curing Conditions.” 2018. Web. 22 Jul 2019.

Vancouver:

Allard T. Mechanical Property Development and Numerical Modeling of Ultra-High Performance Concrete Focused on Isothermal Curing Conditions. [Internet] [Masters thesis]. Mississippi State University; 2018. [cited 2019 Jul 22]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-10232018-102317/ ;.

Council of Science Editors:

Allard T. Mechanical Property Development and Numerical Modeling of Ultra-High Performance Concrete Focused on Isothermal Curing Conditions. [Masters Thesis]. Mississippi State University; 2018. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-10232018-102317/ ;


University of Adelaide

26. Xu, Juechun. Blast analysis of normal concrete, high strength concrete and ultra-high performance concrete members.

Degree: 2016, University of Adelaide

 The understanding of different failure modes of reinforced concrete members is essential in the blast analysis and design of civil and defence structures. Normal concrete(more)

Subjects/Keywords: blast loading; direct shear; P-I diagram; reinforced concrete; shear transfet; ultra high performance fibre reinforced concrete; finite element

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APA (6th Edition):

Xu, J. (2016). Blast analysis of normal concrete, high strength concrete and ultra-high performance concrete members. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/119514

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):

Xu, Juechun. “Blast analysis of normal concrete, high strength concrete and ultra-high performance concrete members.” 2016. Thesis, University of Adelaide. Accessed July 22, 2019. http://hdl.handle.net/2440/119514.

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

MLA Handbook (7th Edition):

Xu, Juechun. “Blast analysis of normal concrete, high strength concrete and ultra-high performance concrete members.” 2016. Web. 22 Jul 2019.

Vancouver:

Xu J. Blast analysis of normal concrete, high strength concrete and ultra-high performance concrete members. [Internet] [Thesis]. University of Adelaide; 2016. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/2440/119514.

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

Council of Science Editors:

Xu J. Blast analysis of normal concrete, high strength concrete and ultra-high performance concrete members. [Thesis]. University of Adelaide; 2016. Available from: http://hdl.handle.net/2440/119514

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


University of Toronto

27. Chen, Mengyuan. A Composite System using Ultra High-performance Fibre-reinforced Concrete and Cross-laminated Timber.

Degree: 2016, University of Toronto

The application of cross-laminated timber (CLT) as floor panels is limited by excessive deflection and vibration. A composite system combining CLT and ultra high-performance fibre-reinforced… (more)

Subjects/Keywords: cross-laminated timber; ductile shear connector; ultra high-performance fibre-reinforced concrete; wood-concrete composite; 0543

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APA (6th Edition):

Chen, M. (2016). A Composite System using Ultra High-performance Fibre-reinforced Concrete and Cross-laminated Timber. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/74576

Chicago Manual of Style (16th Edition):

Chen, Mengyuan. “A Composite System using Ultra High-performance Fibre-reinforced Concrete and Cross-laminated Timber.” 2016. Masters Thesis, University of Toronto. Accessed July 22, 2019. http://hdl.handle.net/1807/74576.

MLA Handbook (7th Edition):

Chen, Mengyuan. “A Composite System using Ultra High-performance Fibre-reinforced Concrete and Cross-laminated Timber.” 2016. Web. 22 Jul 2019.

Vancouver:

Chen M. A Composite System using Ultra High-performance Fibre-reinforced Concrete and Cross-laminated Timber. [Internet] [Masters thesis]. University of Toronto; 2016. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/1807/74576.

Council of Science Editors:

Chen M. A Composite System using Ultra High-performance Fibre-reinforced Concrete and Cross-laminated Timber. [Masters Thesis]. University of Toronto; 2016. Available from: http://hdl.handle.net/1807/74576


Brno University of Technology

28. Panenková, Monika. Současný vývoj UHPC betonů a ověření vybraných vlastností .

Degree: 2016, Brno University of Technology

 Bakalářská práce se zabývá současným vývojem a výzkumem v oblasti ultra vysokohodnotných betonů – UHPC. Teoretická část práce se soustředí na složení a vlastnosti UHPC… (more)

Subjects/Keywords: Ultra vysokohodnotný beton; Ductal; pevnost v tlaku; návrh složení betonu; trvanlivost; Ultra high performance concrete; Ductal; compressive strenght; proposition for the composition of concrete; durability

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APA (6th Edition):

Panenková, M. (2016). Současný vývoj UHPC betonů a ověření vybraných vlastností . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/62692

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):

Panenková, Monika. “Současný vývoj UHPC betonů a ověření vybraných vlastností .” 2016. Thesis, Brno University of Technology. Accessed July 22, 2019. http://hdl.handle.net/11012/62692.

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

MLA Handbook (7th Edition):

Panenková, Monika. “Současný vývoj UHPC betonů a ověření vybraných vlastností .” 2016. Web. 22 Jul 2019.

Vancouver:

Panenková M. Současný vývoj UHPC betonů a ověření vybraných vlastností . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/11012/62692.

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

Council of Science Editors:

Panenková M. Současný vývoj UHPC betonů a ověření vybraných vlastností . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/62692

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


Florida International University

29. Amir Sayyafi, Ehssan. Development of a Lightweight Hurricane-Resistant Roof System.

Degree: PhD, Civil Engineering, 2017, Florida International University

  Roofs are the most vulnerable part of the building envelope that often get damaged when subjected to hurricane winds. Damage to the roofs has… (more)

Subjects/Keywords: Ultra-High Performance Concrete (UHPC); Concrete; Deck; High Strength Steel (HSS); Roof; Wind; Hurricane; Thin-wall; Lightweight; Sustainability; Ultra-High Performance Fiber Reinforced Concrete (UHPFRC); Civil and Environmental Engineering; Civil Engineering; Engineering

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

APA (6th Edition):

Amir Sayyafi, E. (2017). Development of a Lightweight Hurricane-Resistant Roof System. (Doctoral Dissertation). Florida International University. Retrieved from http://digitalcommons.fiu.edu/etd/3364 ; 10.25148/etd.FIDC001970 ; FIDC001970

Chicago Manual of Style (16th Edition):

Amir Sayyafi, Ehssan. “Development of a Lightweight Hurricane-Resistant Roof System.” 2017. Doctoral Dissertation, Florida International University. Accessed July 22, 2019. http://digitalcommons.fiu.edu/etd/3364 ; 10.25148/etd.FIDC001970 ; FIDC001970.

MLA Handbook (7th Edition):

Amir Sayyafi, Ehssan. “Development of a Lightweight Hurricane-Resistant Roof System.” 2017. Web. 22 Jul 2019.

Vancouver:

Amir Sayyafi E. Development of a Lightweight Hurricane-Resistant Roof System. [Internet] [Doctoral dissertation]. Florida International University; 2017. [cited 2019 Jul 22]. Available from: http://digitalcommons.fiu.edu/etd/3364 ; 10.25148/etd.FIDC001970 ; FIDC001970.

Council of Science Editors:

Amir Sayyafi E. Development of a Lightweight Hurricane-Resistant Roof System. [Doctoral Dissertation]. Florida International University; 2017. Available from: http://digitalcommons.fiu.edu/etd/3364 ; 10.25148/etd.FIDC001970 ; FIDC001970


University of Toronto

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

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 July 22, 2019. http://hdl.handle.net/1807/69994.

MLA Handbook (7th Edition):

Fang, Ping. “Development of Sustainable Ultra-high Strength Concretes.” 2013. Web. 22 Jul 2019.

Vancouver:

Fang P. Development of Sustainable Ultra-high Strength Concretes. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2019 Jul 22]. 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

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