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You searched for subject:(flexural strength). Showing records 1 – 30 of 44 total matches.

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Texas A&M University

1. Aguirre, Brian C. Flexural Strength of Denture Base Acrylic Resins Processed by Conventional and CAD/CAM Methods.

Degree: 2017, Texas A&M University

 High flexural strength is a desirable property for denture base resins. Currently there is a lack of published studies evaluating the physical properties of newer… (more)

Subjects/Keywords: Denture; acrylic; flexural strength; CAD/CAM; mill

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APA (6th Edition):

Aguirre, B. C. (2017). Flexural Strength of Denture Base Acrylic Resins Processed by Conventional and CAD/CAM Methods. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/161547

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):

Aguirre, Brian C. “Flexural Strength of Denture Base Acrylic Resins Processed by Conventional and CAD/CAM Methods.” 2017. Thesis, Texas A&M University. Accessed August 25, 2019. http://hdl.handle.net/1969.1/161547.

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

MLA Handbook (7th Edition):

Aguirre, Brian C. “Flexural Strength of Denture Base Acrylic Resins Processed by Conventional and CAD/CAM Methods.” 2017. Web. 25 Aug 2019.

Vancouver:

Aguirre BC. Flexural Strength of Denture Base Acrylic Resins Processed by Conventional and CAD/CAM Methods. [Internet] [Thesis]. Texas A&M University; 2017. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/1969.1/161547.

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

Council of Science Editors:

Aguirre BC. Flexural Strength of Denture Base Acrylic Resins Processed by Conventional and CAD/CAM Methods. [Thesis]. Texas A&M University; 2017. Available from: http://hdl.handle.net/1969.1/161547

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


University of Utah

2. Harding, David Phillip. Impact of mesostructure on functional properties of granular diamond composites.

Degree: PhD, Metallurgical Engineering, 2013, University of Utah

 Granular diamond composites are particulate reinforced composites, where theparticulate phase is a grade of high-hardness polycrystalline diamond, embedded in atougher, hard-material matrix. Granular diamond composites… (more)

Subjects/Keywords: Flexural Strength; Mesostructure; Modeling; Polycrystalline Diamond; Residual Stress; Transverse Rupture Strength

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APA (6th Edition):

Harding, D. P. (2013). Impact of mesostructure on functional properties of granular diamond composites. (Doctoral Dissertation). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/2293/rec/1301

Chicago Manual of Style (16th Edition):

Harding, David Phillip. “Impact of mesostructure on functional properties of granular diamond composites.” 2013. Doctoral Dissertation, University of Utah. Accessed August 25, 2019. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/2293/rec/1301.

MLA Handbook (7th Edition):

Harding, David Phillip. “Impact of mesostructure on functional properties of granular diamond composites.” 2013. Web. 25 Aug 2019.

Vancouver:

Harding DP. Impact of mesostructure on functional properties of granular diamond composites. [Internet] [Doctoral dissertation]. University of Utah; 2013. [cited 2019 Aug 25]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/2293/rec/1301.

Council of Science Editors:

Harding DP. Impact of mesostructure on functional properties of granular diamond composites. [Doctoral Dissertation]. University of Utah; 2013. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/2293/rec/1301


Boston University

3. Odisho, Walter E. Mechanical properties of interim restorative materials: conventional vs. CAD/CAM.

Degree: MSin Design, Restorative Sciences & Biomaterials, 2017, Boston University

 To determine the effects of thermal accelerated aging on flexural strength and flexural modulus of conventional and CAD/CAM provisional crown and bridge restorative materials. Six… (more)

Subjects/Keywords: Dentistry; CAD/CAM; Flexural modulus; Flexural strength; Interim provisional restorations; Provisional restorations

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APA (6th Edition):

Odisho, W. E. (2017). Mechanical properties of interim restorative materials: conventional vs. CAD/CAM. (Masters Thesis). Boston University. Retrieved from http://hdl.handle.net/2144/26400

Chicago Manual of Style (16th Edition):

Odisho, Walter E. “Mechanical properties of interim restorative materials: conventional vs. CAD/CAM.” 2017. Masters Thesis, Boston University. Accessed August 25, 2019. http://hdl.handle.net/2144/26400.

MLA Handbook (7th Edition):

Odisho, Walter E. “Mechanical properties of interim restorative materials: conventional vs. CAD/CAM.” 2017. Web. 25 Aug 2019.

Vancouver:

Odisho WE. Mechanical properties of interim restorative materials: conventional vs. CAD/CAM. [Internet] [Masters thesis]. Boston University; 2017. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/2144/26400.

Council of Science Editors:

Odisho WE. Mechanical properties of interim restorative materials: conventional vs. CAD/CAM. [Masters Thesis]. Boston University; 2017. Available from: http://hdl.handle.net/2144/26400


Purdue University

4. Karkhanis, Priyanka C. Development and Characterization of hybrid thermoplastic composites.

Degree: MSin Aeronautics and Astronautics, Aeronautics and Astronautics, 2015, Purdue University

 This work is aimed at studying the possibility of using interply hybrid woven thermoplastic semi-pregs in secondary structures in aircrafts at TenCate Advanced Composites, Netherlands… (more)

Subjects/Keywords: bearing strength; carbon-glass-PPS; flexural strength; interlaminar strength; interply hybrid; thermoplastic composites

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APA (6th Edition):

Karkhanis, P. C. (2015). Development and Characterization of hybrid thermoplastic composites. (Thesis). Purdue University. Retrieved from https://docs.lib.purdue.edu/open_access_theses/1062

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):

Karkhanis, Priyanka C. “Development and Characterization of hybrid thermoplastic composites.” 2015. Thesis, Purdue University. Accessed August 25, 2019. https://docs.lib.purdue.edu/open_access_theses/1062.

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

MLA Handbook (7th Edition):

Karkhanis, Priyanka C. “Development and Characterization of hybrid thermoplastic composites.” 2015. Web. 25 Aug 2019.

Vancouver:

Karkhanis PC. Development and Characterization of hybrid thermoplastic composites. [Internet] [Thesis]. Purdue University; 2015. [cited 2019 Aug 25]. Available from: https://docs.lib.purdue.edu/open_access_theses/1062.

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

Council of Science Editors:

Karkhanis PC. Development and Characterization of hybrid thermoplastic composites. [Thesis]. Purdue University; 2015. Available from: https://docs.lib.purdue.edu/open_access_theses/1062

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


University of Florida

5. Abi-Nader, Guy. Erection Stresses In Reinforced Concrete Tilt-Up Wall Panels.

Degree: PhD, Design, Construction, and Planning Doctorate - Design, Construction, and Planning, 2009, University of Florida

 In tilt-up construction, prior to lifting a panel, it is required that compressive and flexural testing should be performed on samples retained in the field… (more)

Subjects/Keywords: Cements; Compressive strength; Concretes; Cylinders; Flexural strength; Loggers; Maturity tests; Physical maturity; Software; Tensile strength; compression, concrete, flexural, flexure, maturity, strain, strength, stress, tensile, tilt, up

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APA (6th Edition):

Abi-Nader, G. (2009). Erection Stresses In Reinforced Concrete Tilt-Up Wall Panels. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0024991

Chicago Manual of Style (16th Edition):

Abi-Nader, Guy. “Erection Stresses In Reinforced Concrete Tilt-Up Wall Panels.” 2009. Doctoral Dissertation, University of Florida. Accessed August 25, 2019. http://ufdc.ufl.edu/UFE0024991.

MLA Handbook (7th Edition):

Abi-Nader, Guy. “Erection Stresses In Reinforced Concrete Tilt-Up Wall Panels.” 2009. Web. 25 Aug 2019.

Vancouver:

Abi-Nader G. Erection Stresses In Reinforced Concrete Tilt-Up Wall Panels. [Internet] [Doctoral dissertation]. University of Florida; 2009. [cited 2019 Aug 25]. Available from: http://ufdc.ufl.edu/UFE0024991.

Council of Science Editors:

Abi-Nader G. Erection Stresses In Reinforced Concrete Tilt-Up Wall Panels. [Doctoral Dissertation]. University of Florida; 2009. Available from: http://ufdc.ufl.edu/UFE0024991


Ohio University

6. Phillips, Lakin N. Evaluation of Ohio Coal as Filler Material for Thermoplastic Composites.

Degree: MS, Mechanical Engineering (Engineering and Technology), 2017, Ohio University

 The research completed for this thesis evaluated the utilization of bituminous coal types from the Appalachian basin as filler material in high density polyethylene (HDPE)… (more)

Subjects/Keywords: Engineering; Mechanical Engineering; composite; coal; HDPE; polyethylene; mechanical properties; flexural strength; tensile strength; MAPE

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APA (6th Edition):

Phillips, L. N. (2017). Evaluation of Ohio Coal as Filler Material for Thermoplastic Composites. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1512564409202248

Chicago Manual of Style (16th Edition):

Phillips, Lakin N. “Evaluation of Ohio Coal as Filler Material for Thermoplastic Composites.” 2017. Masters Thesis, Ohio University. Accessed August 25, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1512564409202248.

MLA Handbook (7th Edition):

Phillips, Lakin N. “Evaluation of Ohio Coal as Filler Material for Thermoplastic Composites.” 2017. Web. 25 Aug 2019.

Vancouver:

Phillips LN. Evaluation of Ohio Coal as Filler Material for Thermoplastic Composites. [Internet] [Masters thesis]. Ohio University; 2017. [cited 2019 Aug 25]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1512564409202248.

Council of Science Editors:

Phillips LN. Evaluation of Ohio Coal as Filler Material for Thermoplastic Composites. [Masters Thesis]. Ohio University; 2017. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1512564409202248


University of Florida

7. Donkor, Peter. Sustainable and Resilient Earthen Masonry Systems Enhancing Strength Properties and Flexural Performance using Polypropylene Fibers.

Degree: PhD, Design, Construction, and Planning - Design, Construction and Planning, 2014, University of Florida

 The use of affordable, sustainable, locally available, and damage resilient construction materials are key to addressing the global need for adequate housing. Compressed earth blocks… (more)

Subjects/Keywords: Adobe; Cements; Compressive strength; Construction materials; Flexural strength; Masonry; Matrices; Mortars; Soils; Structural deflection; fibers

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APA (6th Edition):

Donkor, P. (2014). Sustainable and Resilient Earthen Masonry Systems Enhancing Strength Properties and Flexural Performance using Polypropylene Fibers. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0047365

Chicago Manual of Style (16th Edition):

Donkor, Peter. “Sustainable and Resilient Earthen Masonry Systems Enhancing Strength Properties and Flexural Performance using Polypropylene Fibers.” 2014. Doctoral Dissertation, University of Florida. Accessed August 25, 2019. http://ufdc.ufl.edu/UFE0047365.

MLA Handbook (7th Edition):

Donkor, Peter. “Sustainable and Resilient Earthen Masonry Systems Enhancing Strength Properties and Flexural Performance using Polypropylene Fibers.” 2014. Web. 25 Aug 2019.

Vancouver:

Donkor P. Sustainable and Resilient Earthen Masonry Systems Enhancing Strength Properties and Flexural Performance using Polypropylene Fibers. [Internet] [Doctoral dissertation]. University of Florida; 2014. [cited 2019 Aug 25]. Available from: http://ufdc.ufl.edu/UFE0047365.

Council of Science Editors:

Donkor P. Sustainable and Resilient Earthen Masonry Systems Enhancing Strength Properties and Flexural Performance using Polypropylene Fibers. [Doctoral Dissertation]. University of Florida; 2014. Available from: http://ufdc.ufl.edu/UFE0047365


University of Arkansas

8. Cook, Gabriel. Early Life Flexural Performance and Behavior of Reinforced BCSA Concrete Beams.

Degree: MSCE, 2018, University of Arkansas

  Belitic calcium sulfoaluminate cement (BCSA) is a hydraulic, rapid setting alternative to ordinary portland cement (OPC) with reduced energy demands and CO2 emissions. BCSA… (more)

Subjects/Keywords: BCSA; Calcium Sulfoaluminate; CSA; Early Life; Flexural Strength; High Early Strength; Civil Engineering; Transportation Engineering

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

APA (6th Edition):

Cook, G. (2018). Early Life Flexural Performance and Behavior of Reinforced BCSA Concrete Beams. (Masters Thesis). University of Arkansas. Retrieved from https://scholarworks.uark.edu/etd/3035

Chicago Manual of Style (16th Edition):

Cook, Gabriel. “Early Life Flexural Performance and Behavior of Reinforced BCSA Concrete Beams.” 2018. Masters Thesis, University of Arkansas. Accessed August 25, 2019. https://scholarworks.uark.edu/etd/3035.

MLA Handbook (7th Edition):

Cook, Gabriel. “Early Life Flexural Performance and Behavior of Reinforced BCSA Concrete Beams.” 2018. Web. 25 Aug 2019.

Vancouver:

Cook G. Early Life Flexural Performance and Behavior of Reinforced BCSA Concrete Beams. [Internet] [Masters thesis]. University of Arkansas; 2018. [cited 2019 Aug 25]. Available from: https://scholarworks.uark.edu/etd/3035.

Council of Science Editors:

Cook G. Early Life Flexural Performance and Behavior of Reinforced BCSA Concrete Beams. [Masters Thesis]. University of Arkansas; 2018. Available from: https://scholarworks.uark.edu/etd/3035


University of North Texas

9. Bandi, Raghava. Effect of Surface Treatment on the Performance of CARALL, Carbon Fiber Reinforced Aluminum Joints.

Degree: 2017, University of North Texas

 Fiber-metal laminates (FML) are the advanced materials that are developed to improve the high performance of lightweight structures that are rapidly becoming a superior substitute… (more)

Subjects/Keywords: Fiber Metal Laminates; Surface treatments; Bond strength; Tensile; Compression; Flexural; Lap shear strength.

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APA (6th Edition):

Bandi, R. (2017). Effect of Surface Treatment on the Performance of CARALL, Carbon Fiber Reinforced Aluminum Joints. (Thesis). University of North Texas. Retrieved from https://digital.library.unt.edu/ark:/67531/metadc1011869/

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):

Bandi, Raghava. “Effect of Surface Treatment on the Performance of CARALL, Carbon Fiber Reinforced Aluminum Joints.” 2017. Thesis, University of North Texas. Accessed August 25, 2019. https://digital.library.unt.edu/ark:/67531/metadc1011869/.

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

MLA Handbook (7th Edition):

Bandi, Raghava. “Effect of Surface Treatment on the Performance of CARALL, Carbon Fiber Reinforced Aluminum Joints.” 2017. Web. 25 Aug 2019.

Vancouver:

Bandi R. Effect of Surface Treatment on the Performance of CARALL, Carbon Fiber Reinforced Aluminum Joints. [Internet] [Thesis]. University of North Texas; 2017. [cited 2019 Aug 25]. Available from: https://digital.library.unt.edu/ark:/67531/metadc1011869/.

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

Council of Science Editors:

Bandi R. Effect of Surface Treatment on the Performance of CARALL, Carbon Fiber Reinforced Aluminum Joints. [Thesis]. University of North Texas; 2017. Available from: https://digital.library.unt.edu/ark:/67531/metadc1011869/

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


University of Dayton

10. Alrumaih, Mohammed Aulwai. Investigation of the Effect of Nano SiO2 on Porosity.

Degree: MS(M.S.), Civil Engineering, 2019, University of Dayton

 Concrete is naturally porous and allows water to penetrate its surfaces. This water penetration can easily deteriorate the concrete and cause chemical attacks, weakening its… (more)

Subjects/Keywords: Civil Engineering; Effect; Nano Silica; Nano SiO2; Concrete strength; concrete porosity; Flexural strength

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APA (6th Edition):

Alrumaih, M. A. (2019). Investigation of the Effect of Nano SiO2 on Porosity. (Masters Thesis). University of Dayton. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=dayton155744355992274

Chicago Manual of Style (16th Edition):

Alrumaih, Mohammed Aulwai. “Investigation of the Effect of Nano SiO2 on Porosity.” 2019. Masters Thesis, University of Dayton. Accessed August 25, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=dayton155744355992274.

MLA Handbook (7th Edition):

Alrumaih, Mohammed Aulwai. “Investigation of the Effect of Nano SiO2 on Porosity.” 2019. Web. 25 Aug 2019.

Vancouver:

Alrumaih MA. Investigation of the Effect of Nano SiO2 on Porosity. [Internet] [Masters thesis]. University of Dayton; 2019. [cited 2019 Aug 25]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=dayton155744355992274.

Council of Science Editors:

Alrumaih MA. Investigation of the Effect of Nano SiO2 on Porosity. [Masters Thesis]. University of Dayton; 2019. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=dayton155744355992274


Texas A&M University

11. Mashadi, Aga Adnan Ali. Bond Strength Measurements from an Australian Standard Bond Wrench and ASTM E518 Bond Wrench.

Degree: MS, Construction Management, 2016, Texas A&M University

Flexural bond strength is a significant factor that governs the mortar to brick bond performance under different loading conditions for masonry walls and columns. Bond… (more)

Subjects/Keywords: bond strength; flexural stress; masonry; bond wrench; beam test.

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APA (6th Edition):

Mashadi, A. A. A. (2016). Bond Strength Measurements from an Australian Standard Bond Wrench and ASTM E518 Bond Wrench. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/157122

Chicago Manual of Style (16th Edition):

Mashadi, Aga Adnan Ali. “Bond Strength Measurements from an Australian Standard Bond Wrench and ASTM E518 Bond Wrench.” 2016. Masters Thesis, Texas A&M University. Accessed August 25, 2019. http://hdl.handle.net/1969.1/157122.

MLA Handbook (7th Edition):

Mashadi, Aga Adnan Ali. “Bond Strength Measurements from an Australian Standard Bond Wrench and ASTM E518 Bond Wrench.” 2016. Web. 25 Aug 2019.

Vancouver:

Mashadi AAA. Bond Strength Measurements from an Australian Standard Bond Wrench and ASTM E518 Bond Wrench. [Internet] [Masters thesis]. Texas A&M University; 2016. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/1969.1/157122.

Council of Science Editors:

Mashadi AAA. Bond Strength Measurements from an Australian Standard Bond Wrench and ASTM E518 Bond Wrench. [Masters Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/157122


Boston University

12. Al-Ayoub, Ghassan. The effects of machining on the flexural strength of CAD-CAM materials.

Degree: MSin Design, Restorative Sciences & Biomaterials, 2016, Boston University

 OBJECTIVES: To evaluate the effects of different machining modes on the flexural strength CAD-CAM restorative materials. MATERIALS AND METHODS: Four different CAD-CAM materials were used:… (more)

Subjects/Keywords: Dentistry; CAD-CAM; Machining; Flexural strength; Surface roughness

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APA (6th Edition):

Al-Ayoub, G. (2016). The effects of machining on the flexural strength of CAD-CAM materials. (Masters Thesis). Boston University. Retrieved from http://hdl.handle.net/2144/18715

Chicago Manual of Style (16th Edition):

Al-Ayoub, Ghassan. “The effects of machining on the flexural strength of CAD-CAM materials.” 2016. Masters Thesis, Boston University. Accessed August 25, 2019. http://hdl.handle.net/2144/18715.

MLA Handbook (7th Edition):

Al-Ayoub, Ghassan. “The effects of machining on the flexural strength of CAD-CAM materials.” 2016. Web. 25 Aug 2019.

Vancouver:

Al-Ayoub G. The effects of machining on the flexural strength of CAD-CAM materials. [Internet] [Masters thesis]. Boston University; 2016. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/2144/18715.

Council of Science Editors:

Al-Ayoub G. The effects of machining on the flexural strength of CAD-CAM materials. [Masters Thesis]. Boston University; 2016. Available from: http://hdl.handle.net/2144/18715


University of Illinois – Urbana-Champaign

13. Stynoski, Peter B. Toward improving carbon nanotube utilization in Portland cement mortar using novel processing techniques.

Degree: MS, 0106, 2011, University of Illinois – Urbana-Champaign

 Carbon nanotubes have the potential to enhance the strength, toughness, and self-sensing ability of Portland cement mortar and concrete. Two processing methods were studied to… (more)

Subjects/Keywords: Portland cement; carbon nanotubes; workability; flexural strength; functionalization

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APA (6th Edition):

Stynoski, P. B. (2011). Toward improving carbon nanotube utilization in Portland cement mortar using novel processing techniques. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/26299

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):

Stynoski, Peter B. “Toward improving carbon nanotube utilization in Portland cement mortar using novel processing techniques.” 2011. Thesis, University of Illinois – Urbana-Champaign. Accessed August 25, 2019. http://hdl.handle.net/2142/26299.

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

MLA Handbook (7th Edition):

Stynoski, Peter B. “Toward improving carbon nanotube utilization in Portland cement mortar using novel processing techniques.” 2011. Web. 25 Aug 2019.

Vancouver:

Stynoski PB. Toward improving carbon nanotube utilization in Portland cement mortar using novel processing techniques. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2011. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/2142/26299.

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

Council of Science Editors:

Stynoski PB. Toward improving carbon nanotube utilization in Portland cement mortar using novel processing techniques. [Thesis]. University of Illinois – Urbana-Champaign; 2011. Available from: http://hdl.handle.net/2142/26299

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


Boston University

14. Munguia, Gerardo. Flexural strength and marginal fit of two types of lithium disilicate ceramics for crowns.

Degree: MSin Design, Restorative Sciences & Biomaterials, 2016, Boston University

 OBJECTIVES: To evaluate the flexural strength of 5 ceramic dental materials and to compare the marginal fit of crowns made with e.max press and a… (more)

Subjects/Keywords: Dentistry; Flexural strength; Glass ceramics; Lithium disilicate; Marginal discrepancy; Marginal fit

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APA (6th Edition):

Munguia, G. (2016). Flexural strength and marginal fit of two types of lithium disilicate ceramics for crowns. (Masters Thesis). Boston University. Retrieved from http://hdl.handle.net/2144/18731

Chicago Manual of Style (16th Edition):

Munguia, Gerardo. “Flexural strength and marginal fit of two types of lithium disilicate ceramics for crowns.” 2016. Masters Thesis, Boston University. Accessed August 25, 2019. http://hdl.handle.net/2144/18731.

MLA Handbook (7th Edition):

Munguia, Gerardo. “Flexural strength and marginal fit of two types of lithium disilicate ceramics for crowns.” 2016. Web. 25 Aug 2019.

Vancouver:

Munguia G. Flexural strength and marginal fit of two types of lithium disilicate ceramics for crowns. [Internet] [Masters thesis]. Boston University; 2016. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/2144/18731.

Council of Science Editors:

Munguia G. Flexural strength and marginal fit of two types of lithium disilicate ceramics for crowns. [Masters Thesis]. Boston University; 2016. Available from: http://hdl.handle.net/2144/18731


Boston University

15. Redwan, Hetaf. Analysis of machining damage to CAD/CAM block materials characterized by changes in surface roughness, edge chipping, and flexural strength.

Degree: Doctor of Science in Dentistry, Restorative Sciences & Biomaterials, 2019, Boston University

 PURPOSE: To analyze surface roughness, the edge chipping of different CAD/CAM bur milled dental materials (bar and crown design of 1.0mm and 1.5mm thickness), correlate… (more)

Subjects/Keywords: Dentistry; CAD/CAM; Edge chipping; Flexural strength; Machining damage; Milling

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APA (6th Edition):

Redwan, H. (2019). Analysis of machining damage to CAD/CAM block materials characterized by changes in surface roughness, edge chipping, and flexural strength. (Doctoral Dissertation). Boston University. Retrieved from http://hdl.handle.net/2144/36579

Chicago Manual of Style (16th Edition):

Redwan, Hetaf. “Analysis of machining damage to CAD/CAM block materials characterized by changes in surface roughness, edge chipping, and flexural strength.” 2019. Doctoral Dissertation, Boston University. Accessed August 25, 2019. http://hdl.handle.net/2144/36579.

MLA Handbook (7th Edition):

Redwan, Hetaf. “Analysis of machining damage to CAD/CAM block materials characterized by changes in surface roughness, edge chipping, and flexural strength.” 2019. Web. 25 Aug 2019.

Vancouver:

Redwan H. Analysis of machining damage to CAD/CAM block materials characterized by changes in surface roughness, edge chipping, and flexural strength. [Internet] [Doctoral dissertation]. Boston University; 2019. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/2144/36579.

Council of Science Editors:

Redwan H. Analysis of machining damage to CAD/CAM block materials characterized by changes in surface roughness, edge chipping, and flexural strength. [Doctoral Dissertation]. Boston University; 2019. Available from: http://hdl.handle.net/2144/36579


Brigham Young University

16. Wilson, David Edward. Structural Properties of ICLT Wall Panels Composed of Beetle Killed Wood.

Degree: MS, 2012, Brigham Young University

 Interlocking Cross Laminated Timber (ICLT) wall panels are a new wood construction product similar to Cross Laminated Timber panels. Besides being an innovative structural system,… (more)

Subjects/Keywords: ICLT; beetle killed; blue stain; mechanical properties; analytical model; racking strength; flexural strength compressive strength; Civil and Environmental Engineering

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

APA (6th Edition):

Wilson, D. E. (2012). Structural Properties of ICLT Wall Panels Composed of Beetle Killed Wood. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=4229&context=etd

Chicago Manual of Style (16th Edition):

Wilson, David Edward. “Structural Properties of ICLT Wall Panels Composed of Beetle Killed Wood.” 2012. Masters Thesis, Brigham Young University. Accessed August 25, 2019. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=4229&context=etd.

MLA Handbook (7th Edition):

Wilson, David Edward. “Structural Properties of ICLT Wall Panels Composed of Beetle Killed Wood.” 2012. Web. 25 Aug 2019.

Vancouver:

Wilson DE. Structural Properties of ICLT Wall Panels Composed of Beetle Killed Wood. [Internet] [Masters thesis]. Brigham Young University; 2012. [cited 2019 Aug 25]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=4229&context=etd.

Council of Science Editors:

Wilson DE. Structural Properties of ICLT Wall Panels Composed of Beetle Killed Wood. [Masters Thesis]. Brigham Young University; 2012. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=4229&context=etd

17. Bahrani, Zayneb E. In vitro Effects of Berberine versus Sodium Hypochlorite on Dentin Flexural Strength.

Degree: 2012, University of Illinois – Chicago

 Berberine, a goldenseal extract, has been proven to effectively reduce the bacterial load of E. faecalis in a tooth model. Objective: To measure the root… (more)

Subjects/Keywords: Sodium Hypochlorite; Flexural Strength; Berberine

flexural strength of dentin. In addition, as a nonspecific oxidizing… …not affect the flexural strength when compared to a control… …flexural strength, collagen degradation, and collagen temperature… …0.2% Berberine. Specimens were then tested for flexural strength… …berberine did not affect the flexural strength of dentin when… 

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

APA (6th Edition):

Bahrani, Z. E. (2012). In vitro Effects of Berberine versus Sodium Hypochlorite on Dentin Flexural Strength. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/9544

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):

Bahrani, Zayneb E. “In vitro Effects of Berberine versus Sodium Hypochlorite on Dentin Flexural Strength.” 2012. Thesis, University of Illinois – Chicago. Accessed August 25, 2019. http://hdl.handle.net/10027/9544.

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

MLA Handbook (7th Edition):

Bahrani, Zayneb E. “In vitro Effects of Berberine versus Sodium Hypochlorite on Dentin Flexural Strength.” 2012. Web. 25 Aug 2019.

Vancouver:

Bahrani ZE. In vitro Effects of Berberine versus Sodium Hypochlorite on Dentin Flexural Strength. [Internet] [Thesis]. University of Illinois – Chicago; 2012. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/10027/9544.

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

Council of Science Editors:

Bahrani ZE. In vitro Effects of Berberine versus Sodium Hypochlorite on Dentin Flexural Strength. [Thesis]. University of Illinois – Chicago; 2012. Available from: http://hdl.handle.net/10027/9544

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


Cal Poly

18. Rider, Kodi A. The Effect of a Low-Velocity Impact on the Flexural Strength and Dynamic Response of Composite Sandwiches with Damage Arrestment Devices.

Degree: MS, Aerospace Engineering, 2012, Cal Poly

  Impact strength is one of the most important structural properties for a designer to consider, but is often the most difficult to quantify or… (more)

Subjects/Keywords: Impact; Composites; Explicit Finite Element Analysis; Vibration; Flexural Strength; Structures and Materials

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APA (6th Edition):

Rider, K. A. (2012). The Effect of a Low-Velocity Impact on the Flexural Strength and Dynamic Response of Composite Sandwiches with Damage Arrestment Devices. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/842 ; 10.15368/theses.2012.159

Chicago Manual of Style (16th Edition):

Rider, Kodi A. “The Effect of a Low-Velocity Impact on the Flexural Strength and Dynamic Response of Composite Sandwiches with Damage Arrestment Devices.” 2012. Masters Thesis, Cal Poly. Accessed August 25, 2019. https://digitalcommons.calpoly.edu/theses/842 ; 10.15368/theses.2012.159.

MLA Handbook (7th Edition):

Rider, Kodi A. “The Effect of a Low-Velocity Impact on the Flexural Strength and Dynamic Response of Composite Sandwiches with Damage Arrestment Devices.” 2012. Web. 25 Aug 2019.

Vancouver:

Rider KA. The Effect of a Low-Velocity Impact on the Flexural Strength and Dynamic Response of Composite Sandwiches with Damage Arrestment Devices. [Internet] [Masters thesis]. Cal Poly; 2012. [cited 2019 Aug 25]. Available from: https://digitalcommons.calpoly.edu/theses/842 ; 10.15368/theses.2012.159.

Council of Science Editors:

Rider KA. The Effect of a Low-Velocity Impact on the Flexural Strength and Dynamic Response of Composite Sandwiches with Damage Arrestment Devices. [Masters Thesis]. Cal Poly; 2012. Available from: https://digitalcommons.calpoly.edu/theses/842 ; 10.15368/theses.2012.159


IUPUI

19. Azzam, Mai Ahmed. Flexural strength comparison of monolayer resin composite to bilayer resin/ liner composite.

Degree: 2009, IUPUI

Indiana University-Purdue University Indianapolis (IUPUI)

Clinical evidence suggests that the use of liners in posterior composite restorations may increase the frequency of restoration fractures. Materials… (more)

Subjects/Keywords: Flexural strength; Monolayer; Bilayer; Resin/liner

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

APA (6th Edition):

Azzam, M. A. (2009). Flexural strength comparison of monolayer resin composite to bilayer resin/ liner composite. (Thesis). IUPUI. Retrieved from http://hdl.handle.net/1805/2077

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):

Azzam, Mai Ahmed. “Flexural strength comparison of monolayer resin composite to bilayer resin/ liner composite.” 2009. Thesis, IUPUI. Accessed August 25, 2019. http://hdl.handle.net/1805/2077.

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

MLA Handbook (7th Edition):

Azzam, Mai Ahmed. “Flexural strength comparison of monolayer resin composite to bilayer resin/ liner composite.” 2009. Web. 25 Aug 2019.

Vancouver:

Azzam MA. Flexural strength comparison of monolayer resin composite to bilayer resin/ liner composite. [Internet] [Thesis]. IUPUI; 2009. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/1805/2077.

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

Council of Science Editors:

Azzam MA. Flexural strength comparison of monolayer resin composite to bilayer resin/ liner composite. [Thesis]. IUPUI; 2009. Available from: http://hdl.handle.net/1805/2077

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


University of Texas – Austin

20. Dara, Sepehr. Guidelines for preliminary design of beams in eccentrically braced frames.

Degree: Civil, Architectural, and Environmental Engineering, 2010, University of Texas – Austin

 Seismic-resistant steel eccentrically braced frames (EBFs) are designed so that that yielding during earthquake loading is restricted primarily to the ductile links. To achieve this… (more)

Subjects/Keywords: Eccentrically braced frames; EBF; Shear link; Moment link; Beam segment outside the link; Axial compressive strength; Flexural strength

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

APA (6th Edition):

Dara, S. (2010). Guidelines for preliminary design of beams in eccentrically braced frames. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2010-05-1495

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):

Dara, Sepehr. “Guidelines for preliminary design of beams in eccentrically braced frames.” 2010. Thesis, University of Texas – Austin. Accessed August 25, 2019. http://hdl.handle.net/2152/ETD-UT-2010-05-1495.

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

MLA Handbook (7th Edition):

Dara, Sepehr. “Guidelines for preliminary design of beams in eccentrically braced frames.” 2010. Web. 25 Aug 2019.

Vancouver:

Dara S. Guidelines for preliminary design of beams in eccentrically braced frames. [Internet] [Thesis]. University of Texas – Austin; 2010. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/2152/ETD-UT-2010-05-1495.

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

Council of Science Editors:

Dara S. Guidelines for preliminary design of beams in eccentrically braced frames. [Thesis]. University of Texas – Austin; 2010. Available from: http://hdl.handle.net/2152/ETD-UT-2010-05-1495

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


University of Florida

21. Hossiney, Nabil Jalall. Evaluation of Concrete Mixtures Containing RAP for Use in Concrete Pavements.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2012, University of Florida

 This study evaluated the feasibility of using concrete containing recycled asphalt pavement (RAP) in concrete pavement application.Four different RAPs were selected from different locations in… (more)

Subjects/Keywords: Compressive strength; Construction aggregate; Flexural strength; Moduli of elasticity; Specimens; Stress ratio; Tensile strength; Thermal expansion; Thermal stress; Wheelchairs; concrete  – feacons  – gradation  – rap  – strength  – stress  – toughness

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

APA (6th Edition):

Hossiney, N. J. (2012). Evaluation of Concrete Mixtures Containing RAP for Use in Concrete Pavements. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0044624

Chicago Manual of Style (16th Edition):

Hossiney, Nabil Jalall. “Evaluation of Concrete Mixtures Containing RAP for Use in Concrete Pavements.” 2012. Doctoral Dissertation, University of Florida. Accessed August 25, 2019. http://ufdc.ufl.edu/UFE0044624.

MLA Handbook (7th Edition):

Hossiney, Nabil Jalall. “Evaluation of Concrete Mixtures Containing RAP for Use in Concrete Pavements.” 2012. Web. 25 Aug 2019.

Vancouver:

Hossiney NJ. Evaluation of Concrete Mixtures Containing RAP for Use in Concrete Pavements. [Internet] [Doctoral dissertation]. University of Florida; 2012. [cited 2019 Aug 25]. Available from: http://ufdc.ufl.edu/UFE0044624.

Council of Science Editors:

Hossiney NJ. Evaluation of Concrete Mixtures Containing RAP for Use in Concrete Pavements. [Doctoral Dissertation]. University of Florida; 2012. Available from: http://ufdc.ufl.edu/UFE0044624


University of Illinois – Chicago

22. Ovitigala, Thilan. Structural Behavior of Concrete Beams Reinforced with Basalt Fiber Reinforced Polymer (BFRP) Bars.

Degree: 2012, University of Illinois – Chicago

 The main challenge for civil engineers is to provide sustainable, environmentally friendly and financially feasible structures to the society. Finding new materials such as fiber… (more)

Subjects/Keywords: BFRP; Basalt; FRP; Flexural strength; Shear strength; Bond strength; Tensile strength; Pullout; Hinged beam; Light weight concrete; Normal weight concrete; Basalt Fiber Reinforced Polymer

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APA (6th Edition):

Ovitigala, T. (2012). Structural Behavior of Concrete Beams Reinforced with Basalt Fiber Reinforced Polymer (BFRP) Bars. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/9497

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):

Ovitigala, Thilan. “Structural Behavior of Concrete Beams Reinforced with Basalt Fiber Reinforced Polymer (BFRP) Bars.” 2012. Thesis, University of Illinois – Chicago. Accessed August 25, 2019. http://hdl.handle.net/10027/9497.

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

MLA Handbook (7th Edition):

Ovitigala, Thilan. “Structural Behavior of Concrete Beams Reinforced with Basalt Fiber Reinforced Polymer (BFRP) Bars.” 2012. Web. 25 Aug 2019.

Vancouver:

Ovitigala T. Structural Behavior of Concrete Beams Reinforced with Basalt Fiber Reinforced Polymer (BFRP) Bars. [Internet] [Thesis]. University of Illinois – Chicago; 2012. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/10027/9497.

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

Council of Science Editors:

Ovitigala T. Structural Behavior of Concrete Beams Reinforced with Basalt Fiber Reinforced Polymer (BFRP) Bars. [Thesis]. University of Illinois – Chicago; 2012. Available from: http://hdl.handle.net/10027/9497

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


University of Texas – Austin

23. Seo, Sang Yeon. Use of non-steel fiber reinforcement in concrete tunnel lining.

Degree: Civil, Architectural, and Environmental Engineering, 2010, University of Texas – Austin

 Fiber reinforcement is being widely used in concrete tunnel linings these days. Using fiber reinforcement can save not only cost, but also labor and time… (more)

Subjects/Keywords: Fiber reinforcement; Tunnel; Lining; Concrete; Fiber reinforced concrete; FRC; Steel fiber; Synthetic fiber; Macro synthetic fiber; Glass fiber; Hybrid fiber; Crack; Flexural strength; Shear strength; Compressive strength

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

APA (6th Edition):

Seo, S. Y. (2010). Use of non-steel fiber reinforcement in concrete tunnel lining. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2010-08-1816

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):

Seo, Sang Yeon. “Use of non-steel fiber reinforcement in concrete tunnel lining.” 2010. Thesis, University of Texas – Austin. Accessed August 25, 2019. http://hdl.handle.net/2152/ETD-UT-2010-08-1816.

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

MLA Handbook (7th Edition):

Seo, Sang Yeon. “Use of non-steel fiber reinforcement in concrete tunnel lining.” 2010. Web. 25 Aug 2019.

Vancouver:

Seo SY. Use of non-steel fiber reinforcement in concrete tunnel lining. [Internet] [Thesis]. University of Texas – Austin; 2010. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/2152/ETD-UT-2010-08-1816.

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

Council of Science Editors:

Seo SY. Use of non-steel fiber reinforcement in concrete tunnel lining. [Thesis]. University of Texas – Austin; 2010. Available from: http://hdl.handle.net/2152/ETD-UT-2010-08-1816

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


Virginia Tech

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

Degree: MS, Civil Engineering, 1998, Virginia Tech

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

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

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

APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Carlin, Brian Patrick. “Investigation of the Strength and Ductility of Reinforced Concrete Beams Strengthed with CFRP Laminates.” 1998. Masters Thesis, Virginia Tech. Accessed August 25, 2019. http://hdl.handle.net/10919/36546.

MLA Handbook (7th Edition):

Carlin, Brian Patrick. “Investigation of the Strength and Ductility of Reinforced Concrete Beams Strengthed with CFRP Laminates.” 1998. Web. 25 Aug 2019.

Vancouver:

Carlin BP. Investigation of the Strength and Ductility of Reinforced Concrete Beams Strengthed with CFRP Laminates. [Internet] [Masters thesis]. Virginia Tech; 1998. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/10919/36546.

Council of Science Editors:

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


Virginia Tech

25. Majumdar, Nandita N. Development of Low Expansion Glaze Coatings on As Fired Si3N4 to Enhance Room Temperature Flexural Strength.

Degree: MS, Materials Science and Engineering, 1998, Virginia Tech

 Silicon nitride (Si3N4) has the potential for use in various high-performance applications. However, surface defects such as voids/pits are commonly present on as processed Si3N4.… (more)

Subjects/Keywords: silicon nitride; glaze coatings; room temperature flexural strength

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APA (6th Edition):

Majumdar, N. N. (1998). Development of Low Expansion Glaze Coatings on As Fired Si3N4 to Enhance Room Temperature Flexural Strength. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36798

Chicago Manual of Style (16th Edition):

Majumdar, Nandita N. “Development of Low Expansion Glaze Coatings on As Fired Si3N4 to Enhance Room Temperature Flexural Strength.” 1998. Masters Thesis, Virginia Tech. Accessed August 25, 2019. http://hdl.handle.net/10919/36798.

MLA Handbook (7th Edition):

Majumdar, Nandita N. “Development of Low Expansion Glaze Coatings on As Fired Si3N4 to Enhance Room Temperature Flexural Strength.” 1998. Web. 25 Aug 2019.

Vancouver:

Majumdar NN. Development of Low Expansion Glaze Coatings on As Fired Si3N4 to Enhance Room Temperature Flexural Strength. [Internet] [Masters thesis]. Virginia Tech; 1998. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/10919/36798.

Council of Science Editors:

Majumdar NN. Development of Low Expansion Glaze Coatings on As Fired Si3N4 to Enhance Room Temperature Flexural Strength. [Masters Thesis]. Virginia Tech; 1998. Available from: http://hdl.handle.net/10919/36798


North Carolina State University

26. Choi, Wonchang. Flexural Behavior of Prestressed Girder with High Strength Concrete.

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

 The advantages of using high strength concrete (HSC) have led to an increase in the typical span and a reduction of the weight of prestressed… (more)

Subjects/Keywords: Flexural Behavior; Prestress losses; Material Properties; High Strength Concrete

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

APA (6th Edition):

Choi, W. (2006). Flexural Behavior of Prestressed Girder with High Strength Concrete. (Doctoral Dissertation). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/5911

Chicago Manual of Style (16th Edition):

Choi, Wonchang. “Flexural Behavior of Prestressed Girder with High Strength Concrete.” 2006. Doctoral Dissertation, North Carolina State University. Accessed August 25, 2019. http://www.lib.ncsu.edu/resolver/1840.16/5911.

MLA Handbook (7th Edition):

Choi, Wonchang. “Flexural Behavior of Prestressed Girder with High Strength Concrete.” 2006. Web. 25 Aug 2019.

Vancouver:

Choi W. Flexural Behavior of Prestressed Girder with High Strength Concrete. [Internet] [Doctoral dissertation]. North Carolina State University; 2006. [cited 2019 Aug 25]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/5911.

Council of Science Editors:

Choi W. Flexural Behavior of Prestressed Girder with High Strength Concrete. [Doctoral Dissertation]. North Carolina State University; 2006. Available from: http://www.lib.ncsu.edu/resolver/1840.16/5911


University of Florida

27. Manokhoon, Kitti. Evaluation of Concrete Mixes for Slab Replacement Using the Maturity Method and Accelerated Pavement Testing.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2007, University of Florida

 Five instrumented full-size concrete slabs were constructed and tested under accelerated pavement testing by means of a Heavy Vehicle Simulator (HVS) to study the behavior… (more)

Subjects/Keywords: Calibration; Compressive strength; Concrete slabs; Flexural strength; Moduli of elasticity; Pavements; Sensors; Specimens; Stress ratio; Structural deflection; apt, concrete, feacons, flexural, hvs, maturity, pavement, slab, strain, strength

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APA (6th Edition):

Manokhoon, K. (2007). Evaluation of Concrete Mixes for Slab Replacement Using the Maturity Method and Accelerated Pavement Testing. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0021687

Chicago Manual of Style (16th Edition):

Manokhoon, Kitti. “Evaluation of Concrete Mixes for Slab Replacement Using the Maturity Method and Accelerated Pavement Testing.” 2007. Doctoral Dissertation, University of Florida. Accessed August 25, 2019. http://ufdc.ufl.edu/UFE0021687.

MLA Handbook (7th Edition):

Manokhoon, Kitti. “Evaluation of Concrete Mixes for Slab Replacement Using the Maturity Method and Accelerated Pavement Testing.” 2007. Web. 25 Aug 2019.

Vancouver:

Manokhoon K. Evaluation of Concrete Mixes for Slab Replacement Using the Maturity Method and Accelerated Pavement Testing. [Internet] [Doctoral dissertation]. University of Florida; 2007. [cited 2019 Aug 25]. Available from: http://ufdc.ufl.edu/UFE0021687.

Council of Science Editors:

Manokhoon K. Evaluation of Concrete Mixes for Slab Replacement Using the Maturity Method and Accelerated Pavement Testing. [Doctoral Dissertation]. University of Florida; 2007. Available from: http://ufdc.ufl.edu/UFE0021687

28. Meader, Jacob Dean. Structural Design Parameters of Current WSDOT Mixtures.

Degree: 2013, University of Washington

 The AASHTO LRFD, and other design manuals, has specifications which estimate the structural performance of a concrete mixture with regards to the compressive strength, tensile… (more)

Subjects/Keywords: AASHTO LRFD; Compressive Strength; Creep; Drying Shrinkage; Flexural Strength; Split Tension Strength; Civil engineering; civil engineering

…41 Figure 5.9: Day 28 Split-Tension vs. Flexural Strength… …42 Figure 5.10: Day 56 Split Tension vs. Flexural Strength… …35 Table 5.2: Flexural and Compressive Strength Results… …strength of concrete: the flexural strength test (ASTM C78) and the split-tension test… …concrete, and the flexural strength test determines the modulus of rupture. The modulus of… 

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

APA (6th Edition):

Meader, J. D. (2013). Structural Design Parameters of Current WSDOT Mixtures. (Thesis). University of Washington. Retrieved from http://hdl.handle.net/1773/23590

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):

Meader, Jacob Dean. “Structural Design Parameters of Current WSDOT Mixtures.” 2013. Thesis, University of Washington. Accessed August 25, 2019. http://hdl.handle.net/1773/23590.

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

MLA Handbook (7th Edition):

Meader, Jacob Dean. “Structural Design Parameters of Current WSDOT Mixtures.” 2013. Web. 25 Aug 2019.

Vancouver:

Meader JD. Structural Design Parameters of Current WSDOT Mixtures. [Internet] [Thesis]. University of Washington; 2013. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/1773/23590.

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

Council of Science Editors:

Meader JD. Structural Design Parameters of Current WSDOT Mixtures. [Thesis]. University of Washington; 2013. Available from: http://hdl.handle.net/1773/23590

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

29. Iampaglia, Sara D. Effect Of Bioactive Irrigants On Intraradicular Dentin Microstructure During Endodontic Therapy.

Degree: 2013, University of Illinois – Chicago

 Irrigation using sodium hypochlorite is the most recommended irrigating solution in endodontics for the removal of remnants and dentine debris during instrumentation, however, it may… (more)

Subjects/Keywords: collagen; intraradicular dentin; tannic acid; proanthocyanidin; cross-linkers; flexural strength

…have a significant effect on the flexural strength and dentin collagen biodegradation of… …Specimens were tested for flexural viii SUMMARY (continued) strength (MPa)… …x28;α=0.05) and revealed no statistically significant differences in flexural strength… …that the use of NaOCl, TA and GSE didn’t affected the flexural strength, rate of collagen… …elastic modulus, flexural and fatigue strength, mainly due to proteolytic action of NaOCl on the… 

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

APA (6th Edition):

Iampaglia, S. D. (2013). Effect Of Bioactive Irrigants On Intraradicular Dentin Microstructure During Endodontic Therapy. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/9718

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):

Iampaglia, Sara D. “Effect Of Bioactive Irrigants On Intraradicular Dentin Microstructure During Endodontic Therapy.” 2013. Thesis, University of Illinois – Chicago. Accessed August 25, 2019. http://hdl.handle.net/10027/9718.

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

MLA Handbook (7th Edition):

Iampaglia, Sara D. “Effect Of Bioactive Irrigants On Intraradicular Dentin Microstructure During Endodontic Therapy.” 2013. Web. 25 Aug 2019.

Vancouver:

Iampaglia SD. Effect Of Bioactive Irrigants On Intraradicular Dentin Microstructure During Endodontic Therapy. [Internet] [Thesis]. University of Illinois – Chicago; 2013. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/10027/9718.

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

Council of Science Editors:

Iampaglia SD. Effect Of Bioactive Irrigants On Intraradicular Dentin Microstructure During Endodontic Therapy. [Thesis]. University of Illinois – Chicago; 2013. Available from: http://hdl.handle.net/10027/9718

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

30. Katiyar, Ankit. Bond Strength Measurements from a TAMU Unbalanced Bond Wrench in Comparison to Brick Prism ASTM E518 Beam Test.

Degree: 2015, Texas A&M University

 The bond strength of the masonry unit is an important characteristic affecting its performance under different loading conditions, including shear and flexural loading. Bond strength(more)

Subjects/Keywords: Flexural strength; Masonry; ASTM E518; TAMU Unbalanced bond wrench

…43 Table 5: Flexural strength of samples 1-1 to 4-5: TAMU Unbalanced Bond Wrench .... 45… …Table 6: Flexural strength of samples 5-1 to 8-3: TAMU Unbalanced Bond Wrench .... 46 Table 7… …Flexural strength of samples 8-4 to 12-3: TAMU Unbalanced Bond Wrench .. 47 Table 8: Flexural… …strength of samples 12-4 to 16-1:TAMU Unbalanced Bond Wrench . 48 Table 9: Flexural strength of… …49 Table 10: Flexural strength of samples 20-4 to 24-5: TAMU Unbalanced Bond Wrench… 

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

APA (6th Edition):

Katiyar, A. (2015). Bond Strength Measurements from a TAMU Unbalanced Bond Wrench in Comparison to Brick Prism ASTM E518 Beam Test. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/155535

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):

Katiyar, Ankit. “Bond Strength Measurements from a TAMU Unbalanced Bond Wrench in Comparison to Brick Prism ASTM E518 Beam Test.” 2015. Thesis, Texas A&M University. Accessed August 25, 2019. http://hdl.handle.net/1969.1/155535.

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

MLA Handbook (7th Edition):

Katiyar, Ankit. “Bond Strength Measurements from a TAMU Unbalanced Bond Wrench in Comparison to Brick Prism ASTM E518 Beam Test.” 2015. Web. 25 Aug 2019.

Vancouver:

Katiyar A. Bond Strength Measurements from a TAMU Unbalanced Bond Wrench in Comparison to Brick Prism ASTM E518 Beam Test. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/1969.1/155535.

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

Council of Science Editors:

Katiyar A. Bond Strength Measurements from a TAMU Unbalanced Bond Wrench in Comparison to Brick Prism ASTM E518 Beam Test. [Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/155535

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

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