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You searched for subject:( en MODULUS OF ELASTICITY). Showing records 1 – 30 of 280511 total matches.

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Oregon State University

1. Urhan, Oguz S. Early genetic selection for wood stiffness in juvenile Douglas-fir and western hemlock.

Degree: MS, Forest Science, 2013, Oregon State University

 Wood modulus of elasticity (MOE), also known as wood stiffness, is one of the most important wood properties. Wood stiffness is a measure of the… (more)

Subjects/Keywords: modulus of elasticity; Douglas fir  – Elastic properties

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APA (6th Edition):

Urhan, O. S. (2013). Early genetic selection for wood stiffness in juvenile Douglas-fir and western hemlock. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/40124

Chicago Manual of Style (16th Edition):

Urhan, Oguz S. “Early genetic selection for wood stiffness in juvenile Douglas-fir and western hemlock.” 2013. Masters Thesis, Oregon State University. Accessed September 20, 2020. http://hdl.handle.net/1957/40124.

MLA Handbook (7th Edition):

Urhan, Oguz S. “Early genetic selection for wood stiffness in juvenile Douglas-fir and western hemlock.” 2013. Web. 20 Sep 2020.

Vancouver:

Urhan OS. Early genetic selection for wood stiffness in juvenile Douglas-fir and western hemlock. [Internet] [Masters thesis]. Oregon State University; 2013. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/1957/40124.

Council of Science Editors:

Urhan OS. Early genetic selection for wood stiffness in juvenile Douglas-fir and western hemlock. [Masters Thesis]. Oregon State University; 2013. Available from: http://hdl.handle.net/1957/40124


Georgia Tech

2. Busch, Amanda J. Vacuum-Assisted Wet Shaping of Paper.

Degree: MS, Mechanical Engineering, 2006, Georgia Tech

 Premium absorbent paper products (e.g., two-ply towel and tissue) can achieve higher fluid holding capacity per unit dry weight by means of increasing their void… (more)

Subjects/Keywords: Modulus of elasticity

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APA (6th Edition):

Busch, A. J. (2006). Vacuum-Assisted Wet Shaping of Paper. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/10567

Chicago Manual of Style (16th Edition):

Busch, Amanda J. “Vacuum-Assisted Wet Shaping of Paper.” 2006. Masters Thesis, Georgia Tech. Accessed September 20, 2020. http://hdl.handle.net/1853/10567.

MLA Handbook (7th Edition):

Busch, Amanda J. “Vacuum-Assisted Wet Shaping of Paper.” 2006. Web. 20 Sep 2020.

Vancouver:

Busch AJ. Vacuum-Assisted Wet Shaping of Paper. [Internet] [Masters thesis]. Georgia Tech; 2006. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/1853/10567.

Council of Science Editors:

Busch AJ. Vacuum-Assisted Wet Shaping of Paper. [Masters Thesis]. Georgia Tech; 2006. Available from: http://hdl.handle.net/1853/10567


Mississippi State University

3. Wilkes, Justin Alan. ULTRA STIFF WOOD COMPOSITE: A COMPARSION OF SRENGTH PROPERTIES AGAINST EXISTING PRODUCTS IN THE FOREST PRODUCTS MARKET.

Degree: MS, Forest Products, 2009, Mississippi State University

  This investigation focuses on the production, strength properties, and marketability of a new ultra stiff wood composite. The basis of the examination is to… (more)

Subjects/Keywords: Ultra Stiff Wood Composite; Modulus of Elasticity; Modulus of Rupture

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APA (6th Edition):

Wilkes, J. A. (2009). ULTRA STIFF WOOD COMPOSITE: A COMPARSION OF SRENGTH PROPERTIES AGAINST EXISTING PRODUCTS IN THE FOREST PRODUCTS MARKET. (Masters Thesis). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-07092009-112040/ ;

Chicago Manual of Style (16th Edition):

Wilkes, Justin Alan. “ULTRA STIFF WOOD COMPOSITE: A COMPARSION OF SRENGTH PROPERTIES AGAINST EXISTING PRODUCTS IN THE FOREST PRODUCTS MARKET.” 2009. Masters Thesis, Mississippi State University. Accessed September 20, 2020. http://sun.library.msstate.edu/ETD-db/theses/available/etd-07092009-112040/ ;.

MLA Handbook (7th Edition):

Wilkes, Justin Alan. “ULTRA STIFF WOOD COMPOSITE: A COMPARSION OF SRENGTH PROPERTIES AGAINST EXISTING PRODUCTS IN THE FOREST PRODUCTS MARKET.” 2009. Web. 20 Sep 2020.

Vancouver:

Wilkes JA. ULTRA STIFF WOOD COMPOSITE: A COMPARSION OF SRENGTH PROPERTIES AGAINST EXISTING PRODUCTS IN THE FOREST PRODUCTS MARKET. [Internet] [Masters thesis]. Mississippi State University; 2009. [cited 2020 Sep 20]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-07092009-112040/ ;.

Council of Science Editors:

Wilkes JA. ULTRA STIFF WOOD COMPOSITE: A COMPARSION OF SRENGTH PROPERTIES AGAINST EXISTING PRODUCTS IN THE FOREST PRODUCTS MARKET. [Masters Thesis]. Mississippi State University; 2009. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-07092009-112040/ ;


Brno University of Technology

4. Halamová, Romana. Ověřování modulu pružnosti betonu v konstrukcích: The verification of modulus of elasticity of hardened concrete in constructions.

Degree: 2020, Brno University of Technology

 The bachelor thesis deals with the measurement modulus of elasticity of concrete in existing structures. Modulus of elasticity is measured by different methods on samples… (more)

Subjects/Keywords: Beton; pevnost betonu v tlaku; modul pružnosti betonu v tlaku; dynamický modul pružnosti; statický modul pružnosti; ultrazvuková metoda; rezonanční metoda; vodní součinitel; ČSN EN 1992-1-1; Concrete; compressive strength of concrete; modulus of elasticity in compression; dynamic modulus of elasticity; static modulus of elasticity; ultrasonic method; resonance method; water cement ratio; ČSN EN 1992-1-1

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APA (6th Edition):

Halamová, R. (2020). Ověřování modulu pružnosti betonu v konstrukcích: The verification of modulus of elasticity of hardened concrete in constructions. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/42240

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):

Halamová, Romana. “Ověřování modulu pružnosti betonu v konstrukcích: The verification of modulus of elasticity of hardened concrete in constructions.” 2020. Thesis, Brno University of Technology. Accessed September 20, 2020. http://hdl.handle.net/11012/42240.

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

MLA Handbook (7th Edition):

Halamová, Romana. “Ověřování modulu pružnosti betonu v konstrukcích: The verification of modulus of elasticity of hardened concrete in constructions.” 2020. Web. 20 Sep 2020.

Vancouver:

Halamová R. Ověřování modulu pružnosti betonu v konstrukcích: The verification of modulus of elasticity of hardened concrete in constructions. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/11012/42240.

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

Council of Science Editors:

Halamová R. Ověřování modulu pružnosti betonu v konstrukcích: The verification of modulus of elasticity of hardened concrete in constructions. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/42240

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


University of Georgia

5. Wright, Stephen Louis. Mapping the effects of knots on loblolly pine lumber.

Degree: 2018, University of Georgia

 Loblolly pine (Pinus taeda) plantation rotation lengths have decreased due to the implementation of intensive forest management. Lumber extracted from younger plantations will tend to… (more)

Subjects/Keywords: branches; design values; image analysis; modulus of elasticity; modulus of rupture; wood quality

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APA (6th Edition):

Wright, S. L. (2018). Mapping the effects of knots on loblolly pine lumber. (Thesis). University of Georgia. Retrieved from http://hdl.handle.net/10724/37934

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):

Wright, Stephen Louis. “Mapping the effects of knots on loblolly pine lumber.” 2018. Thesis, University of Georgia. Accessed September 20, 2020. http://hdl.handle.net/10724/37934.

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

MLA Handbook (7th Edition):

Wright, Stephen Louis. “Mapping the effects of knots on loblolly pine lumber.” 2018. Web. 20 Sep 2020.

Vancouver:

Wright SL. Mapping the effects of knots on loblolly pine lumber. [Internet] [Thesis]. University of Georgia; 2018. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/10724/37934.

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

Council of Science Editors:

Wright SL. Mapping the effects of knots on loblolly pine lumber. [Thesis]. University of Georgia; 2018. Available from: http://hdl.handle.net/10724/37934

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


University of Georgia

6. Butler, Mark Alexander. Modeling strength and stiffness of intensively managed loblolly pine plantations in the Atlantic Coastal Plain of Georgia.

Degree: 2016, University of Georgia

 Strength and stiffness, or modulus of rupture (MOR) and modulus of elasticity (MOE), are critical properties in determining how well lumber perform in structural applications.… (more)

Subjects/Keywords: Modulus of rupture; Modulus of elasticity; Loblolly pine; Intensive management; Static bending

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APA (6th Edition):

Butler, M. A. (2016). Modeling strength and stiffness of intensively managed loblolly pine plantations in the Atlantic Coastal Plain of Georgia. (Thesis). University of Georgia. Retrieved from http://hdl.handle.net/10724/34074

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):

Butler, Mark Alexander. “Modeling strength and stiffness of intensively managed loblolly pine plantations in the Atlantic Coastal Plain of Georgia.” 2016. Thesis, University of Georgia. Accessed September 20, 2020. http://hdl.handle.net/10724/34074.

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

MLA Handbook (7th Edition):

Butler, Mark Alexander. “Modeling strength and stiffness of intensively managed loblolly pine plantations in the Atlantic Coastal Plain of Georgia.” 2016. Web. 20 Sep 2020.

Vancouver:

Butler MA. Modeling strength and stiffness of intensively managed loblolly pine plantations in the Atlantic Coastal Plain of Georgia. [Internet] [Thesis]. University of Georgia; 2016. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/10724/34074.

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

Council of Science Editors:

Butler MA. Modeling strength and stiffness of intensively managed loblolly pine plantations in the Atlantic Coastal Plain of Georgia. [Thesis]. University of Georgia; 2016. Available from: http://hdl.handle.net/10724/34074

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


Brno University of Technology

7. Halamová, Romana. Problematika zjišťování statického modulu pružnosti betonu v konstrukcích: The issue of determination of the static modulus of elasticity of concrete in structures.

Degree: 2019, Brno University of Technology

 The thesis deals with the measurement of the elastic modulus of concrete in existing structures and possibilities of applicability of equations for the calculation of… (more)

Subjects/Keywords: Beton; pevnost betonu v tlaku; modul pružnosti betonu v tlaku; dynamický modul pružnosti; statický modul pružnosti; ultrazvuková impulzová metoda; rezonanční metoda; vodní součinitel; ČSN EN 1992-1-1; charakteristická hodnota; Concrete; compressive strength of concrete; modulus of elasticity in compression; dynamic modulus of elasticity; static modulus of elasticity; ultrasonic pulse velocity test; resonance method; water cement ratio; ČSN EN 1992-1-1; characteristic value

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APA (6th Edition):

Halamová, R. (2019). Problematika zjišťování statického modulu pružnosti betonu v konstrukcích: The issue of determination of the static modulus of elasticity of concrete in structures. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/64318

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):

Halamová, Romana. “Problematika zjišťování statického modulu pružnosti betonu v konstrukcích: The issue of determination of the static modulus of elasticity of concrete in structures.” 2019. Thesis, Brno University of Technology. Accessed September 20, 2020. http://hdl.handle.net/11012/64318.

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

MLA Handbook (7th Edition):

Halamová, Romana. “Problematika zjišťování statického modulu pružnosti betonu v konstrukcích: The issue of determination of the static modulus of elasticity of concrete in structures.” 2019. Web. 20 Sep 2020.

Vancouver:

Halamová R. Problematika zjišťování statického modulu pružnosti betonu v konstrukcích: The issue of determination of the static modulus of elasticity of concrete in structures. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/11012/64318.

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

Council of Science Editors:

Halamová R. Problematika zjišťování statického modulu pružnosti betonu v konstrukcích: The issue of determination of the static modulus of elasticity of concrete in structures. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/64318

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


Virginia Tech

8. Bert, Stephen M. Using Maturity to Predict Girder Camber.

Degree: MS, Civil Engineering, 2005, Virginia Tech

 The objective of this research was to determine if differential camber of prestressed concrete girders could be reduced by accurate prediction of initial camber at… (more)

Subjects/Keywords: Modulus of Elasticity; Maturity; Camber

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APA (6th Edition):

Bert, S. M. (2005). Using Maturity to Predict Girder Camber. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/32852

Chicago Manual of Style (16th Edition):

Bert, Stephen M. “Using Maturity to Predict Girder Camber.” 2005. Masters Thesis, Virginia Tech. Accessed September 20, 2020. http://hdl.handle.net/10919/32852.

MLA Handbook (7th Edition):

Bert, Stephen M. “Using Maturity to Predict Girder Camber.” 2005. Web. 20 Sep 2020.

Vancouver:

Bert SM. Using Maturity to Predict Girder Camber. [Internet] [Masters thesis]. Virginia Tech; 2005. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/10919/32852.

Council of Science Editors:

Bert SM. Using Maturity to Predict Girder Camber. [Masters Thesis]. Virginia Tech; 2005. Available from: http://hdl.handle.net/10919/32852


University of Bath

9. Bawcombe, Jonathan. A study of Douglas-fir anatomical and mechanical properties and their interactions.

Degree: PhD, 2012, University of Bath

 Low embodied energy, ability to act as a carbon store and ease of recycling gives forest products an important role within a low carbon built… (more)

Subjects/Keywords: 305.2422; douglas-fir; forestry; microfibril angle; density; modulus of elasticity

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APA (6th Edition):

Bawcombe, J. (2012). A study of Douglas-fir anatomical and mechanical properties and their interactions. (Doctoral Dissertation). University of Bath. Retrieved from https://researchportal.bath.ac.uk/en/studentthesis/a-study-of-douglasfir-anatomical-and-mechanical-properties-and-their-interactions(4803be76-19a6-40b2-908c-8a65dad99368).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.558893

Chicago Manual of Style (16th Edition):

Bawcombe, Jonathan. “A study of Douglas-fir anatomical and mechanical properties and their interactions.” 2012. Doctoral Dissertation, University of Bath. Accessed September 20, 2020. https://researchportal.bath.ac.uk/en/studentthesis/a-study-of-douglasfir-anatomical-and-mechanical-properties-and-their-interactions(4803be76-19a6-40b2-908c-8a65dad99368).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.558893.

MLA Handbook (7th Edition):

Bawcombe, Jonathan. “A study of Douglas-fir anatomical and mechanical properties and their interactions.” 2012. Web. 20 Sep 2020.

Vancouver:

Bawcombe J. A study of Douglas-fir anatomical and mechanical properties and their interactions. [Internet] [Doctoral dissertation]. University of Bath; 2012. [cited 2020 Sep 20]. Available from: https://researchportal.bath.ac.uk/en/studentthesis/a-study-of-douglasfir-anatomical-and-mechanical-properties-and-their-interactions(4803be76-19a6-40b2-908c-8a65dad99368).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.558893.

Council of Science Editors:

Bawcombe J. A study of Douglas-fir anatomical and mechanical properties and their interactions. [Doctoral Dissertation]. University of Bath; 2012. Available from: https://researchportal.bath.ac.uk/en/studentthesis/a-study-of-douglasfir-anatomical-and-mechanical-properties-and-their-interactions(4803be76-19a6-40b2-908c-8a65dad99368).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.558893


Brno University of Technology

10. Potočková, Michaela. Posouzení vlivu cyklického zatěžování na přetvárné charakteristiky ztvrdlého betonu: The effect of cyclic loading assessment on the deformation characteristics of hardened concrete.

Degree: 2018, Brno University of Technology

 This thesis deals with the influence of multiple cyclic loading on the deformation characteristics of hardened concrete. The influence on static modulus of elasticity in… (more)

Subjects/Keywords: Beton; modul pružnosti; cyklické zatěžování; Concrete; modulus of elasticity; cyclic loading

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

APA (6th Edition):

Potočková, M. (2018). Posouzení vlivu cyklického zatěžování na přetvárné charakteristiky ztvrdlého betonu: The effect of cyclic loading assessment on the deformation characteristics of hardened concrete. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/35119

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):

Potočková, Michaela. “Posouzení vlivu cyklického zatěžování na přetvárné charakteristiky ztvrdlého betonu: The effect of cyclic loading assessment on the deformation characteristics of hardened concrete.” 2018. Thesis, Brno University of Technology. Accessed September 20, 2020. http://hdl.handle.net/11012/35119.

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

MLA Handbook (7th Edition):

Potočková, Michaela. “Posouzení vlivu cyklického zatěžování na přetvárné charakteristiky ztvrdlého betonu: The effect of cyclic loading assessment on the deformation characteristics of hardened concrete.” 2018. Web. 20 Sep 2020.

Vancouver:

Potočková M. Posouzení vlivu cyklického zatěžování na přetvárné charakteristiky ztvrdlého betonu: The effect of cyclic loading assessment on the deformation characteristics of hardened concrete. [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/11012/35119.

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

Council of Science Editors:

Potočková M. Posouzení vlivu cyklického zatěžování na přetvárné charakteristiky ztvrdlého betonu: The effect of cyclic loading assessment on the deformation characteristics of hardened concrete. [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/35119

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


Cal Poly

11. Schoppe, Brett Michael. SHRINKAGE & MODULUS OF ELASTICITY IN CONCRETE WITH RECYCLED AGGREGATES.

Degree: MS, Civil and Environmental Engineering, 2011, Cal Poly

  This paper presents results on experimental research for concrete produced using recycled coarse aggregates (RCA).  Five types of coarse aggregates were used in this… (more)

Subjects/Keywords: Shrinkage; Compressive Strength; Modulus of Elasticity; Recycled Aggregates; Recycled Concrete

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

APA (6th Edition):

Schoppe, B. M. (2011). SHRINKAGE & MODULUS OF ELASTICITY IN CONCRETE WITH RECYCLED AGGREGATES. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/500 ; 10.15368/theses.2011.62

Chicago Manual of Style (16th Edition):

Schoppe, Brett Michael. “SHRINKAGE & MODULUS OF ELASTICITY IN CONCRETE WITH RECYCLED AGGREGATES.” 2011. Masters Thesis, Cal Poly. Accessed September 20, 2020. https://digitalcommons.calpoly.edu/theses/500 ; 10.15368/theses.2011.62.

MLA Handbook (7th Edition):

Schoppe, Brett Michael. “SHRINKAGE & MODULUS OF ELASTICITY IN CONCRETE WITH RECYCLED AGGREGATES.” 2011. Web. 20 Sep 2020.

Vancouver:

Schoppe BM. SHRINKAGE & MODULUS OF ELASTICITY IN CONCRETE WITH RECYCLED AGGREGATES. [Internet] [Masters thesis]. Cal Poly; 2011. [cited 2020 Sep 20]. Available from: https://digitalcommons.calpoly.edu/theses/500 ; 10.15368/theses.2011.62.

Council of Science Editors:

Schoppe BM. SHRINKAGE & MODULUS OF ELASTICITY IN CONCRETE WITH RECYCLED AGGREGATES. [Masters Thesis]. Cal Poly; 2011. Available from: https://digitalcommons.calpoly.edu/theses/500 ; 10.15368/theses.2011.62


RMIT University

12. Green, B. An estimation of critical wind speed and a calculation of mechanical properties for two Australian eucalypts.

Degree: 2016, RMIT University

 From a review of the literature it was found that the failures of trees resulted from either uprooting or stem breaking, though many factors contribute… (more)

Subjects/Keywords: Fields of Research; Mechanical properties; Eucalyptus camaldulensis; Eucalyptus rubida; Eucalypts; Modulus of rupture; Modulus of elasticity; Critical wind speed; Drag coefficient

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

APA (6th Edition):

Green, B. (2016). An estimation of critical wind speed and a calculation of mechanical properties for two Australian eucalypts. (Thesis). RMIT University. Retrieved from http://researchbank.rmit.edu.au/view/rmit:161842

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):

Green, B. “An estimation of critical wind speed and a calculation of mechanical properties for two Australian eucalypts.” 2016. Thesis, RMIT University. Accessed September 20, 2020. http://researchbank.rmit.edu.au/view/rmit:161842.

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

MLA Handbook (7th Edition):

Green, B. “An estimation of critical wind speed and a calculation of mechanical properties for two Australian eucalypts.” 2016. Web. 20 Sep 2020.

Vancouver:

Green B. An estimation of critical wind speed and a calculation of mechanical properties for two Australian eucalypts. [Internet] [Thesis]. RMIT University; 2016. [cited 2020 Sep 20]. Available from: http://researchbank.rmit.edu.au/view/rmit:161842.

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

Council of Science Editors:

Green B. An estimation of critical wind speed and a calculation of mechanical properties for two Australian eucalypts. [Thesis]. RMIT University; 2016. Available from: http://researchbank.rmit.edu.au/view/rmit:161842

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


Pontifical Catholic University of Rio de Janeiro

13. [No author]. [pt] AVALIAÇÃO METROLÓGICA DA MEDIÇÃO DO MÓDULO DE ELASTICIDADE DE MATERIAIS POLIMÉRICOS PELA MICROSCOPIA DE FORÇA ATÔMICA, NO MODO PEAK FORCE TAPPING.

Degree: 2020, Pontifical Catholic University of Rio de Janeiro

[pt] Ao longo das últimas décadas, mais intensamente, a microscopia de força atômica (AFM) tem sido utilizada em atividades de pesquisa e desenvolvimento, notadamente para… (more)

Subjects/Keywords: [pt] METROLOGIA; [pt] MODELO JKR; [pt] MODELO DMT; [pt] MODELOS DE CALCULO DO MODULO DE ELASTICIDADE; [pt] MICROSCOPIA POR FORCA ATOMICA; [pt] MATERIAIS POLIMERICOS; [pt] CELULOSE; [pt] BAMBU; [en] METROLOGY; [en] JKR MODEL; [en] DMT MODEL; [en] MODELS OF CALCULATION OF THE MODULUS OF ELASTICITY; [en] ATOMIC FORCE MICROSCOPY; [en] POLYMERIC MATERIALS; [en] PULP; [en] BAMBOO

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

APA (6th Edition):

author], [. (2020). [pt] AVALIAÇÃO METROLÓGICA DA MEDIÇÃO DO MÓDULO DE ELASTICIDADE DE MATERIAIS POLIMÉRICOS PELA MICROSCOPIA DE FORÇA ATÔMICA, NO MODO PEAK FORCE TAPPING. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=49224

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

Chicago Manual of Style (16th Edition):

author], [No. “[pt] AVALIAÇÃO METROLÓGICA DA MEDIÇÃO DO MÓDULO DE ELASTICIDADE DE MATERIAIS POLIMÉRICOS PELA MICROSCOPIA DE FORÇA ATÔMICA, NO MODO PEAK FORCE TAPPING.” 2020. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=49224.

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

MLA Handbook (7th Edition):

author], [No. “[pt] AVALIAÇÃO METROLÓGICA DA MEDIÇÃO DO MÓDULO DE ELASTICIDADE DE MATERIAIS POLIMÉRICOS PELA MICROSCOPIA DE FORÇA ATÔMICA, NO MODO PEAK FORCE TAPPING.” 2020. Web. 20 Sep 2020.

Vancouver:

author] [. [pt] AVALIAÇÃO METROLÓGICA DA MEDIÇÃO DO MÓDULO DE ELASTICIDADE DE MATERIAIS POLIMÉRICOS PELA MICROSCOPIA DE FORÇA ATÔMICA, NO MODO PEAK FORCE TAPPING. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2020. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=49224.

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

Council of Science Editors:

author] [. [pt] AVALIAÇÃO METROLÓGICA DA MEDIÇÃO DO MÓDULO DE ELASTICIDADE DE MATERIAIS POLIMÉRICOS PELA MICROSCOPIA DE FORÇA ATÔMICA, NO MODO PEAK FORCE TAPPING. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2020. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=49224

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


University of Georgia

14. Wang, Xiongfei. Modeling changes in strength and stiffness of loblolly pine wood.

Degree: 2014, University of Georgia

 Many landowners manage their plantations using intensive treatments to accelerate tree growth rate. Forest industry and wood buyers realize that intensively grown pine produces large… (more)

Subjects/Keywords: wood quality; strength; Modulus of Rupture; stiffness; Modulus of Elasticity; static bending; loblolly pine; prediction model; silviculture; regression.

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

APA (6th Edition):

Wang, X. (2014). Modeling changes in strength and stiffness of loblolly pine wood. (Thesis). University of Georgia. Retrieved from http://hdl.handle.net/10724/21204

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):

Wang, Xiongfei. “Modeling changes in strength and stiffness of loblolly pine wood.” 2014. Thesis, University of Georgia. Accessed September 20, 2020. http://hdl.handle.net/10724/21204.

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

MLA Handbook (7th Edition):

Wang, Xiongfei. “Modeling changes in strength and stiffness of loblolly pine wood.” 2014. Web. 20 Sep 2020.

Vancouver:

Wang X. Modeling changes in strength and stiffness of loblolly pine wood. [Internet] [Thesis]. University of Georgia; 2014. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/10724/21204.

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

Council of Science Editors:

Wang X. Modeling changes in strength and stiffness of loblolly pine wood. [Thesis]. University of Georgia; 2014. Available from: http://hdl.handle.net/10724/21204

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


Brno University of Technology

15. Hanuš, Petr. Posouzení vlivu původu a frakce hrubého kameniva na pružnost a trvanlivost konstrukčního betonu: Assessment of the effect of origin and the fraction of coarse aggregate for flexibility and durability of structural concrete.

Degree: 2019, Brno University of Technology

 The bachelor thesis deals with influence of origin and fraction of rough aggregate on the durability and elasticity of structural concrete. As a criterion of… (more)

Subjects/Keywords: Beton; kamenivo; pružnost; trvanlivost; mrazuvzdornost; závislost; dynamický modul pružnosti.; Concrete; aggregate; elasticity; durability; frost resistance; dependence; dynamic modulus of elasticity.

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

APA (6th Edition):

Hanuš, P. (2019). Posouzení vlivu původu a frakce hrubého kameniva na pružnost a trvanlivost konstrukčního betonu: Assessment of the effect of origin and the fraction of coarse aggregate for flexibility and durability of structural concrete. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/69078

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):

Hanuš, Petr. “Posouzení vlivu původu a frakce hrubého kameniva na pružnost a trvanlivost konstrukčního betonu: Assessment of the effect of origin and the fraction of coarse aggregate for flexibility and durability of structural concrete.” 2019. Thesis, Brno University of Technology. Accessed September 20, 2020. http://hdl.handle.net/11012/69078.

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

MLA Handbook (7th Edition):

Hanuš, Petr. “Posouzení vlivu původu a frakce hrubého kameniva na pružnost a trvanlivost konstrukčního betonu: Assessment of the effect of origin and the fraction of coarse aggregate for flexibility and durability of structural concrete.” 2019. Web. 20 Sep 2020.

Vancouver:

Hanuš P. Posouzení vlivu původu a frakce hrubého kameniva na pružnost a trvanlivost konstrukčního betonu: Assessment of the effect of origin and the fraction of coarse aggregate for flexibility and durability of structural concrete. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/11012/69078.

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

Council of Science Editors:

Hanuš P. Posouzení vlivu původu a frakce hrubého kameniva na pružnost a trvanlivost konstrukčního betonu: Assessment of the effect of origin and the fraction of coarse aggregate for flexibility and durability of structural concrete. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/69078

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


Brno University of Technology

16. Šafrata, Pavel. Studium vlivu složení a vstupních surovin na hodnoty modulů pružnosti betonů: Study of the influence of feedstock composition and the values of the modulus of elasticity of concrete.

Degree: 2020, Brno University of Technology

Modulus of elasticity is significantly reflected feature of concrete, besides the compressive strength in static design nowadays. Low modulus of elasticity can cause unacceptable deflections… (more)

Subjects/Keywords: Beton; kamenivo; pevnost v tlaku; statický modul pružnosti; dynamický modul pružnosti; deformace; Concrete; aggregate; compressive strength; static modulus of elasticity; dynamic modulus of elasticity; deformation

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

APA (6th Edition):

Šafrata, P. (2020). Studium vlivu složení a vstupních surovin na hodnoty modulů pružnosti betonů: Study of the influence of feedstock composition and the values of the modulus of elasticity of concrete. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/42474

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):

Šafrata, Pavel. “Studium vlivu složení a vstupních surovin na hodnoty modulů pružnosti betonů: Study of the influence of feedstock composition and the values of the modulus of elasticity of concrete.” 2020. Thesis, Brno University of Technology. Accessed September 20, 2020. http://hdl.handle.net/11012/42474.

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

MLA Handbook (7th Edition):

Šafrata, Pavel. “Studium vlivu složení a vstupních surovin na hodnoty modulů pružnosti betonů: Study of the influence of feedstock composition and the values of the modulus of elasticity of concrete.” 2020. Web. 20 Sep 2020.

Vancouver:

Šafrata P. Studium vlivu složení a vstupních surovin na hodnoty modulů pružnosti betonů: Study of the influence of feedstock composition and the values of the modulus of elasticity of concrete. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/11012/42474.

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

Council of Science Editors:

Šafrata P. Studium vlivu složení a vstupních surovin na hodnoty modulů pružnosti betonů: Study of the influence of feedstock composition and the values of the modulus of elasticity of concrete. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/42474

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


University of Kentucky

17. Turner, Aaron P. LABORATORY SCALE CONCEPT VALIDATION AND EVALUATION OF COMPROMISING PLANT NODAL INTEGRITY AS A MEANS TO INCREASE BALE DENSITY.

Degree: 2014, University of Kentucky

 Transportation costs represent a significant role in the economics of packaged hay and biomass crops. The material’s low bulk density limits transportation efficiency. Density is… (more)

Subjects/Keywords: Biomass densification; Energy crops; Baling; Stress relaxation; Apparent modulus of elasticity; Bioresource and Agricultural Engineering

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

APA (6th Edition):

Turner, A. P. (2014). LABORATORY SCALE CONCEPT VALIDATION AND EVALUATION OF COMPROMISING PLANT NODAL INTEGRITY AS A MEANS TO INCREASE BALE DENSITY. (Masters Thesis). University of Kentucky. Retrieved from http://uknowledge.uky.edu/bae_etds/23

Chicago Manual of Style (16th Edition):

Turner, Aaron P. “LABORATORY SCALE CONCEPT VALIDATION AND EVALUATION OF COMPROMISING PLANT NODAL INTEGRITY AS A MEANS TO INCREASE BALE DENSITY.” 2014. Masters Thesis, University of Kentucky. Accessed September 20, 2020. http://uknowledge.uky.edu/bae_etds/23.

MLA Handbook (7th Edition):

Turner, Aaron P. “LABORATORY SCALE CONCEPT VALIDATION AND EVALUATION OF COMPROMISING PLANT NODAL INTEGRITY AS A MEANS TO INCREASE BALE DENSITY.” 2014. Web. 20 Sep 2020.

Vancouver:

Turner AP. LABORATORY SCALE CONCEPT VALIDATION AND EVALUATION OF COMPROMISING PLANT NODAL INTEGRITY AS A MEANS TO INCREASE BALE DENSITY. [Internet] [Masters thesis]. University of Kentucky; 2014. [cited 2020 Sep 20]. Available from: http://uknowledge.uky.edu/bae_etds/23.

Council of Science Editors:

Turner AP. LABORATORY SCALE CONCEPT VALIDATION AND EVALUATION OF COMPROMISING PLANT NODAL INTEGRITY AS A MEANS TO INCREASE BALE DENSITY. [Masters Thesis]. University of Kentucky; 2014. Available from: http://uknowledge.uky.edu/bae_etds/23

18. Bruno Alessandro Silva Guedes De Lima. Propriedades mecânicas da liga Al-Cu-Fe-B com estrutura icosaedral através da técnica de identação instrumentada.

Degree: 2011, Universidade Federal da Paraíba

Quasicrystalline materials have unique properties, such as: high hardness, excellent surface properties, good resistance to oxidation and corrosion and low electrical and thermal conductivities. These… (more)

Subjects/Keywords: Módulo de Elasticidade; Tenacidade à Fratura; Quasicristal; ENGENHARIA MECANICA; Quasicristal; Fracture Toughness; Modulus of Elasticity

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APA (6th Edition):

Lima, B. A. S. G. D. (2011). Propriedades mecânicas da liga Al-Cu-Fe-B com estrutura icosaedral através da técnica de identação instrumentada. (Thesis). Universidade Federal da Paraíba. Retrieved from http://bdtd.biblioteca.ufpb.br/tde_busca/arquivo.php?codArquivo=2000

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):

Lima, Bruno Alessandro Silva Guedes De. “Propriedades mecânicas da liga Al-Cu-Fe-B com estrutura icosaedral através da técnica de identação instrumentada.” 2011. Thesis, Universidade Federal da Paraíba. Accessed September 20, 2020. http://bdtd.biblioteca.ufpb.br/tde_busca/arquivo.php?codArquivo=2000.

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

MLA Handbook (7th Edition):

Lima, Bruno Alessandro Silva Guedes De. “Propriedades mecânicas da liga Al-Cu-Fe-B com estrutura icosaedral através da técnica de identação instrumentada.” 2011. Web. 20 Sep 2020.

Vancouver:

Lima BASGD. Propriedades mecânicas da liga Al-Cu-Fe-B com estrutura icosaedral através da técnica de identação instrumentada. [Internet] [Thesis]. Universidade Federal da Paraíba; 2011. [cited 2020 Sep 20]. Available from: http://bdtd.biblioteca.ufpb.br/tde_busca/arquivo.php?codArquivo=2000.

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

Council of Science Editors:

Lima BASGD. Propriedades mecânicas da liga Al-Cu-Fe-B com estrutura icosaedral através da técnica de identação instrumentada. [Thesis]. Universidade Federal da Paraíba; 2011. Available from: http://bdtd.biblioteca.ufpb.br/tde_busca/arquivo.php?codArquivo=2000

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


Universidade do Rio Grande do Sul

19. Michelena, Isis. Influência da porosidade no módulo de elasticidade de um material compósito com foco na indústria de materiais de fricção.

Degree: 2013, Universidade do Rio Grande do Sul

O presente trabalho propõe uma modelagem matemática simplificada que tem como foco o cálculo do módulo de elasticidade em matérias de fricção levando em consideração… (more)

Subjects/Keywords: Porosity; Modelagem matemática; Modulus of elasticity; Elasticidade; Fricção; Friction materials; Mathematical modeling

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

APA (6th Edition):

Michelena, I. (2013). Influência da porosidade no módulo de elasticidade de um material compósito com foco na indústria de materiais de fricção. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/150645

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):

Michelena, Isis. “Influência da porosidade no módulo de elasticidade de um material compósito com foco na indústria de materiais de fricção.” 2013. Thesis, Universidade do Rio Grande do Sul. Accessed September 20, 2020. http://hdl.handle.net/10183/150645.

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

MLA Handbook (7th Edition):

Michelena, Isis. “Influência da porosidade no módulo de elasticidade de um material compósito com foco na indústria de materiais de fricção.” 2013. Web. 20 Sep 2020.

Vancouver:

Michelena I. Influência da porosidade no módulo de elasticidade de um material compósito com foco na indústria de materiais de fricção. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2013. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/10183/150645.

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

Council of Science Editors:

Michelena I. Influência da porosidade no módulo de elasticidade de um material compósito com foco na indústria de materiais de fricção. [Thesis]. Universidade do Rio Grande do Sul; 2013. Available from: http://hdl.handle.net/10183/150645

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

20. De Marchi, Renata D\'Agostino. Estudo sobre a variabilidade do módulo de deformação do concreto associada a fatores intrínsecos à produção do material.

Degree: Mestrado, Engenharia de Construção Civil e Urbana, 2011, University of São Paulo

Em função da especificação do módulo de elasticidade ou módulo de deformação do concreto ser cada vez mais frequente, se faz necessário o conhecimento da… (more)

Subjects/Keywords: Concrete; Concreto; Controle tecnológico; Módulo de deformação; Modulus of elasticity; Technological control; Variabilidade; Variability

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

APA (6th Edition):

De Marchi, R. D. (2011). Estudo sobre a variabilidade do módulo de deformação do concreto associada a fatores intrínsecos à produção do material. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3146/tde-23032012-102942/ ;

Chicago Manual of Style (16th Edition):

De Marchi, Renata D\'Agostino. “Estudo sobre a variabilidade do módulo de deformação do concreto associada a fatores intrínsecos à produção do material.” 2011. Masters Thesis, University of São Paulo. Accessed September 20, 2020. http://www.teses.usp.br/teses/disponiveis/3/3146/tde-23032012-102942/ ;.

MLA Handbook (7th Edition):

De Marchi, Renata D\'Agostino. “Estudo sobre a variabilidade do módulo de deformação do concreto associada a fatores intrínsecos à produção do material.” 2011. Web. 20 Sep 2020.

Vancouver:

De Marchi RD. Estudo sobre a variabilidade do módulo de deformação do concreto associada a fatores intrínsecos à produção do material. [Internet] [Masters thesis]. University of São Paulo; 2011. [cited 2020 Sep 20]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3146/tde-23032012-102942/ ;.

Council of Science Editors:

De Marchi RD. Estudo sobre a variabilidade do módulo de deformação do concreto associada a fatores intrínsecos à produção do material. [Masters Thesis]. University of São Paulo; 2011. Available from: http://www.teses.usp.br/teses/disponiveis/3/3146/tde-23032012-102942/ ;


University of Ottawa

21. Hana Hussin Adem. Modulus of Elasticity Based Method for Estimating the Vertical Movement of Natural Unsaturated Expansive Soils .

Degree: 2015, University of Ottawa

 Expansive soils are widely distributed in arid and semi-arid regions around the world and are typically found in a state of unsaturated condition. These soils… (more)

Subjects/Keywords: Unsaturated Expansive Soil; Soil Movement; Prediction Method; Soil Suction; Modulus of Elasticity; Soil-Atmospheric Interactions

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APA (6th Edition):

Adem, H. H. (2015). Modulus of Elasticity Based Method for Estimating the Vertical Movement of Natural Unsaturated Expansive Soils . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/31910

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):

Adem, Hana Hussin. “Modulus of Elasticity Based Method for Estimating the Vertical Movement of Natural Unsaturated Expansive Soils .” 2015. Thesis, University of Ottawa. Accessed September 20, 2020. http://hdl.handle.net/10393/31910.

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

MLA Handbook (7th Edition):

Adem, Hana Hussin. “Modulus of Elasticity Based Method for Estimating the Vertical Movement of Natural Unsaturated Expansive Soils .” 2015. Web. 20 Sep 2020.

Vancouver:

Adem HH. Modulus of Elasticity Based Method for Estimating the Vertical Movement of Natural Unsaturated Expansive Soils . [Internet] [Thesis]. University of Ottawa; 2015. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/10393/31910.

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

Council of Science Editors:

Adem HH. Modulus of Elasticity Based Method for Estimating the Vertical Movement of Natural Unsaturated Expansive Soils . [Thesis]. University of Ottawa; 2015. Available from: http://hdl.handle.net/10393/31910

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


KTH

22. Persson, Anna. Stabilisering av betongstommar : Beräkning av en ekvivalent beräkningsmodul med hänsyn till samverkande kort- och långtidslast.

Degree: Building Technology and Design, 2013, KTH

Vid stabilisering av betongstommar är det komplicerat att välja en korrekt elasticitetsmodul. Detta då stommens laster verkar under både kort och lång tid. I… (more)

Subjects/Keywords: concrete; modulus of elasticity; structural stability; creep coefficient; strength; betong; elasticitetsmodul; stomstabilisering; kryptal; hållfasthet

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

APA (6th Edition):

Persson, A. (2013). Stabilisering av betongstommar : Beräkning av en ekvivalent beräkningsmodul med hänsyn till samverkande kort- och långtidslast. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-125745

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):

Persson, Anna. “Stabilisering av betongstommar : Beräkning av en ekvivalent beräkningsmodul med hänsyn till samverkande kort- och långtidslast.” 2013. Thesis, KTH. Accessed September 20, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-125745.

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

MLA Handbook (7th Edition):

Persson, Anna. “Stabilisering av betongstommar : Beräkning av en ekvivalent beräkningsmodul med hänsyn till samverkande kort- och långtidslast.” 2013. Web. 20 Sep 2020.

Vancouver:

Persson A. Stabilisering av betongstommar : Beräkning av en ekvivalent beräkningsmodul med hänsyn till samverkande kort- och långtidslast. [Internet] [Thesis]. KTH; 2013. [cited 2020 Sep 20]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-125745.

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

Council of Science Editors:

Persson A. Stabilisering av betongstommar : Beräkning av en ekvivalent beräkningsmodul med hänsyn till samverkande kort- och långtidslast. [Thesis]. KTH; 2013. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-125745

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


Linnaeus University

23. Briggert, Andreas. Fibres orientation on sawn surfaces : Can fibre orientation on sawn surfaces be determined by means of high resolution scanning.

Degree: Building Technology, 2014, Linnaeus University

  In 2013 the European journal of wood and wood products published an article regarding a new method to predict strength in structural timber (Olsson… (more)

Subjects/Keywords: Norway spruce; fibre orientation; sawn surfaces; modulus of elasticity; Other Civil Engineering; Annan samhällsbyggnadsteknik

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APA (6th Edition):

Briggert, A. (2014). Fibres orientation on sawn surfaces : Can fibre orientation on sawn surfaces be determined by means of high resolution scanning. (Thesis). Linnaeus University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-34979

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):

Briggert, Andreas. “Fibres orientation on sawn surfaces : Can fibre orientation on sawn surfaces be determined by means of high resolution scanning.” 2014. Thesis, Linnaeus University. Accessed September 20, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-34979.

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

MLA Handbook (7th Edition):

Briggert, Andreas. “Fibres orientation on sawn surfaces : Can fibre orientation on sawn surfaces be determined by means of high resolution scanning.” 2014. Web. 20 Sep 2020.

Vancouver:

Briggert A. Fibres orientation on sawn surfaces : Can fibre orientation on sawn surfaces be determined by means of high resolution scanning. [Internet] [Thesis]. Linnaeus University; 2014. [cited 2020 Sep 20]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-34979.

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

Council of Science Editors:

Briggert A. Fibres orientation on sawn surfaces : Can fibre orientation on sawn surfaces be determined by means of high resolution scanning. [Thesis]. Linnaeus University; 2014. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-34979

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


Brno University of Technology

24. Potočková, Michaela. Vliv vícenásobného cyklického zatěžování na hodnotu statického modulu pružnosti betonu v tlaku v konstrukcích: Influence of multiple cyclic loading on the value of modulus of elasticity of concrete at the constructions.

Degree: 2020, Brno University of Technology

 This thesis deals with the dependence of static modulus of elasticity of concrete in compression on number of load cycles. The deformation of test specimens… (more)

Subjects/Keywords: Beton; modul pružnosti; vícenásobné cyklické zatěžování; Concrete; modulus of elasticity; multiple cyclic loading

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

APA (6th Edition):

Potočková, M. (2020). Vliv vícenásobného cyklického zatěžování na hodnotu statického modulu pružnosti betonu v tlaku v konstrukcích: Influence of multiple cyclic loading on the value of modulus of elasticity of concrete at the constructions. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57533

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):

Potočková, Michaela. “Vliv vícenásobného cyklického zatěžování na hodnotu statického modulu pružnosti betonu v tlaku v konstrukcích: Influence of multiple cyclic loading on the value of modulus of elasticity of concrete at the constructions.” 2020. Thesis, Brno University of Technology. Accessed September 20, 2020. http://hdl.handle.net/11012/57533.

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

MLA Handbook (7th Edition):

Potočková, Michaela. “Vliv vícenásobného cyklického zatěžování na hodnotu statického modulu pružnosti betonu v tlaku v konstrukcích: Influence of multiple cyclic loading on the value of modulus of elasticity of concrete at the constructions.” 2020. Web. 20 Sep 2020.

Vancouver:

Potočková M. Vliv vícenásobného cyklického zatěžování na hodnotu statického modulu pružnosti betonu v tlaku v konstrukcích: Influence of multiple cyclic loading on the value of modulus of elasticity of concrete at the constructions. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/11012/57533.

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

Council of Science Editors:

Potočková M. Vliv vícenásobného cyklického zatěžování na hodnotu statického modulu pružnosti betonu v tlaku v konstrukcích: Influence of multiple cyclic loading on the value of modulus of elasticity of concrete at the constructions. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/57533

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


University of Tennessee – Knoxville

25. Garner, Russell Scott. Method For Determination of Complex Moduli Associated with Viscoelastic Material.

Degree: MS, Mechanical Engineering, 2011, University of Tennessee – Knoxville

 The aerospace industry is utilizing low cost miniature inertial measurement units (IMUs) that employ Micro Electro-Mechanical Systems (MEMS) technology in an effort to reduce size,… (more)

Subjects/Keywords: Viscoelastic; Rubber; Modulus of Elasticity; Loss Factor; Damping; Vibration; Acoustics, Dynamics, and Controls

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APA (6th Edition):

Garner, R. S. (2011). Method For Determination of Complex Moduli Associated with Viscoelastic Material. (Thesis). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_gradthes/871

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):

Garner, Russell Scott. “Method For Determination of Complex Moduli Associated with Viscoelastic Material.” 2011. Thesis, University of Tennessee – Knoxville. Accessed September 20, 2020. https://trace.tennessee.edu/utk_gradthes/871.

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

MLA Handbook (7th Edition):

Garner, Russell Scott. “Method For Determination of Complex Moduli Associated with Viscoelastic Material.” 2011. Web. 20 Sep 2020.

Vancouver:

Garner RS. Method For Determination of Complex Moduli Associated with Viscoelastic Material. [Internet] [Thesis]. University of Tennessee – Knoxville; 2011. [cited 2020 Sep 20]. Available from: https://trace.tennessee.edu/utk_gradthes/871.

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

Council of Science Editors:

Garner RS. Method For Determination of Complex Moduli Associated with Viscoelastic Material. [Thesis]. University of Tennessee – Knoxville; 2011. Available from: https://trace.tennessee.edu/utk_gradthes/871

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


Kansas State University

26. Qadri, Faisal A. F. Durable high early strength concrete via internal curing approach using saturated lightweight and recycled concrete aggregates.

Degree: MS, Department of Civil Engineering, 2020, Kansas State University

 Environmental exposure is one of the primary causes of concrete pavement deterioration, specifically cyclic freezing and thawing, as is common in Kansas. Rehabilitation of deteriorated… (more)

Subjects/Keywords: High Early Strength Concrete; Patching; Freezing and Thawing; Autogenous Shrinkage; Relative Dynamic Modulus of Elasticity

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

APA (6th Edition):

Qadri, F. A. F. (2020). Durable high early strength concrete via internal curing approach using saturated lightweight and recycled concrete aggregates. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/40638

Chicago Manual of Style (16th Edition):

Qadri, Faisal A F. “Durable high early strength concrete via internal curing approach using saturated lightweight and recycled concrete aggregates.” 2020. Masters Thesis, Kansas State University. Accessed September 20, 2020. http://hdl.handle.net/2097/40638.

MLA Handbook (7th Edition):

Qadri, Faisal A F. “Durable high early strength concrete via internal curing approach using saturated lightweight and recycled concrete aggregates.” 2020. Web. 20 Sep 2020.

Vancouver:

Qadri FAF. Durable high early strength concrete via internal curing approach using saturated lightweight and recycled concrete aggregates. [Internet] [Masters thesis]. Kansas State University; 2020. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/2097/40638.

Council of Science Editors:

Qadri FAF. Durable high early strength concrete via internal curing approach using saturated lightweight and recycled concrete aggregates. [Masters Thesis]. Kansas State University; 2020. Available from: http://hdl.handle.net/2097/40638


Brno University of Technology

27. Kocáb, Dalibor. Experimentální stanovení faktorů ovlivňujících statický modul pružnosti betonu s využitím nedestruktivních zkušebních metod: Experimental determination of factors affecting the static modulus of elasticity of concrete using non-destructive testing methods.

Degree: 2019, Brno University of Technology

 The Ph.D. thesis deals with one of the most important characteristics of hardened concrete; i.e. the modulus of elasticity. The thesis aims to describe and… (more)

Subjects/Keywords: Modul pružnosti; beton; dynamický modul pružnosti; statický modul pružnosti; technologický vliv; zkušební vliv; ultrazvuková impulzová metoda; rezonanční metoda; kalibrační vztah; Modulus of elasticity; concrete; dynamic modulus of elasticity; static modulus of elasticity; technological influence; test influence; ultrasonic pulse method; resonance method; calibration curve

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

APA (6th Edition):

Kocáb, D. (2019). Experimentální stanovení faktorů ovlivňujících statický modul pružnosti betonu s využitím nedestruktivních zkušebních metod: Experimental determination of factors affecting the static modulus of elasticity of concrete using non-destructive testing methods. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/69186

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):

Kocáb, Dalibor. “Experimentální stanovení faktorů ovlivňujících statický modul pružnosti betonu s využitím nedestruktivních zkušebních metod: Experimental determination of factors affecting the static modulus of elasticity of concrete using non-destructive testing methods.” 2019. Thesis, Brno University of Technology. Accessed September 20, 2020. http://hdl.handle.net/11012/69186.

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

MLA Handbook (7th Edition):

Kocáb, Dalibor. “Experimentální stanovení faktorů ovlivňujících statický modul pružnosti betonu s využitím nedestruktivních zkušebních metod: Experimental determination of factors affecting the static modulus of elasticity of concrete using non-destructive testing methods.” 2019. Web. 20 Sep 2020.

Vancouver:

Kocáb D. Experimentální stanovení faktorů ovlivňujících statický modul pružnosti betonu s využitím nedestruktivních zkušebních metod: Experimental determination of factors affecting the static modulus of elasticity of concrete using non-destructive testing methods. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/11012/69186.

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

Council of Science Editors:

Kocáb D. Experimentální stanovení faktorů ovlivňujících statický modul pružnosti betonu s využitím nedestruktivních zkušebních metod: Experimental determination of factors affecting the static modulus of elasticity of concrete using non-destructive testing methods. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/69186

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

28. Montija, Fernando Celotto. Aspectos da variabilidade experimental do ensaio de módulo de deformação do concreto.

Degree: Mestrado, Engenharia de Construção Civil e Urbana, 2007, University of São Paulo

Esta dissertação insere-se nas áreas de qualidade laboratorial e de ensaios de controle de concreto, especificamente quanto à propriedade módulo estático de deformação ou módulo… (more)

Subjects/Keywords: Concrete (tests; properties); Concreto (ensaio; propriedades mecânicas); Deformação elástica; Elastic modulus; Experimental variability (accuracy; precision; exactness); Modulus of elasticity; Quality control tests; Technological control; Young's modulus

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

APA (6th Edition):

Montija, F. C. (2007). Aspectos da variabilidade experimental do ensaio de módulo de deformação do concreto. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3146/tde-01042009-135948/ ;

Chicago Manual of Style (16th Edition):

Montija, Fernando Celotto. “Aspectos da variabilidade experimental do ensaio de módulo de deformação do concreto.” 2007. Masters Thesis, University of São Paulo. Accessed September 20, 2020. http://www.teses.usp.br/teses/disponiveis/3/3146/tde-01042009-135948/ ;.

MLA Handbook (7th Edition):

Montija, Fernando Celotto. “Aspectos da variabilidade experimental do ensaio de módulo de deformação do concreto.” 2007. Web. 20 Sep 2020.

Vancouver:

Montija FC. Aspectos da variabilidade experimental do ensaio de módulo de deformação do concreto. [Internet] [Masters thesis]. University of São Paulo; 2007. [cited 2020 Sep 20]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3146/tde-01042009-135948/ ;.

Council of Science Editors:

Montija FC. Aspectos da variabilidade experimental do ensaio de módulo de deformação do concreto. [Masters Thesis]. University of São Paulo; 2007. Available from: http://www.teses.usp.br/teses/disponiveis/3/3146/tde-01042009-135948/ ;


Brno University of Technology

29. Bartulíková, Radka. Vliv provzdušnění a ošetřování na vývoj modulu pružnosti betonu: Influence of Air Entrainment and Curing on Development of Elastic Modulus of Concrete.

Degree: 2018, Brno University of Technology

 Master's thesis deals with influence of various factors on the concrete compressive strength and modulus of elasticity. This work concentrates mainly on the influence of… (more)

Subjects/Keywords: Pevnost betonu v tlaku; modul pružnosti betonu; dynamický modul pružnosti; statický modul pružnosti; rezonanční metoda; ultrazvuková impulzová metoda; stáří betonu; způsob ošetřování; provzdušnění betonu; dotvarování; Model B3; ČSN EN 1992-1-1 Eurokód 2; CEB - FIP Model Code 1990; Concrete compressive strength; modulus of elasticity of concrete; dynamic modulus; static modulus; the resonance method; ultrasonic impulse method; concrete age; curing conditions; aerated concrete; creep; Model B3; ČSN EN 1992-1-1 Eurocode 2; CEB - FIP Model Code 1990

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

APA (6th Edition):

Bartulíková, R. (2018). Vliv provzdušnění a ošetřování na vývoj modulu pružnosti betonu: Influence of Air Entrainment and Curing on Development of Elastic Modulus of Concrete. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/29955

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):

Bartulíková, Radka. “Vliv provzdušnění a ošetřování na vývoj modulu pružnosti betonu: Influence of Air Entrainment and Curing on Development of Elastic Modulus of Concrete.” 2018. Thesis, Brno University of Technology. Accessed September 20, 2020. http://hdl.handle.net/11012/29955.

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

MLA Handbook (7th Edition):

Bartulíková, Radka. “Vliv provzdušnění a ošetřování na vývoj modulu pružnosti betonu: Influence of Air Entrainment and Curing on Development of Elastic Modulus of Concrete.” 2018. Web. 20 Sep 2020.

Vancouver:

Bartulíková R. Vliv provzdušnění a ošetřování na vývoj modulu pružnosti betonu: Influence of Air Entrainment and Curing on Development of Elastic Modulus of Concrete. [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/11012/29955.

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

Council of Science Editors:

Bartulíková R. Vliv provzdušnění a ošetřování na vývoj modulu pružnosti betonu: Influence of Air Entrainment and Curing on Development of Elastic Modulus of Concrete. [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/29955

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

30. Guimarães, Thayse da Costa. Desenvolvimento de tensões de polimerização determinado através do método da propagação de trincas.

Degree: Mestrado, Materiais Dentários, 2013, University of São Paulo

O objetivo do presente estudo foi avaliar o desenvolvimento das tensões de polimerização de um compósito resinoso restaurador ao longo das primeiras 24 horas após… (more)

Subjects/Keywords: Composite resin; Degree of conversion; Grau de conversão; Módulo flexural; Modulus of elasticity; Polymerization stress; Resina Composta; Tensão de polimerização

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

APA (6th Edition):

Guimarães, T. d. C. (2013). Desenvolvimento de tensões de polimerização determinado através do método da propagação de trincas. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/23/23140/tde-13122013-161327/ ;

Chicago Manual of Style (16th Edition):

Guimarães, Thayse da Costa. “Desenvolvimento de tensões de polimerização determinado através do método da propagação de trincas.” 2013. Masters Thesis, University of São Paulo. Accessed September 20, 2020. http://www.teses.usp.br/teses/disponiveis/23/23140/tde-13122013-161327/ ;.

MLA Handbook (7th Edition):

Guimarães, Thayse da Costa. “Desenvolvimento de tensões de polimerização determinado através do método da propagação de trincas.” 2013. Web. 20 Sep 2020.

Vancouver:

Guimarães TdC. Desenvolvimento de tensões de polimerização determinado através do método da propagação de trincas. [Internet] [Masters thesis]. University of São Paulo; 2013. [cited 2020 Sep 20]. Available from: http://www.teses.usp.br/teses/disponiveis/23/23140/tde-13122013-161327/ ;.

Council of Science Editors:

Guimarães TdC. Desenvolvimento de tensões de polimerização determinado através do método da propagação de trincas. [Masters Thesis]. University of São Paulo; 2013. Available from: http://www.teses.usp.br/teses/disponiveis/23/23140/tde-13122013-161327/ ;

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