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You searched for subject:(Constitutive Model). Showing records 1 – 30 of 211 total matches.

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University of New South Wales

1. Mac, Thi Ngoc. A bounding surface viscoplasticity model for soils.

Degree: Civil & Environmental Engineering, 2015, University of New South Wales

 A unified bounding surface viscoplasticity model is developed to describe the stress-strain time-dependent behaviour of soils using the consistency viscoplastic theory. Unlike the overstress based… (more)

Subjects/Keywords: Viscoplasticity; Bounding surface; Consistency theory; Constitutive model

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APA (6th Edition):

Mac, T. N. (2015). A bounding surface viscoplasticity model for soils. (Masters Thesis). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/54809 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:35989/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Mac, Thi Ngoc. “A bounding surface viscoplasticity model for soils.” 2015. Masters Thesis, University of New South Wales. Accessed April 18, 2021. http://handle.unsw.edu.au/1959.4/54809 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:35989/SOURCE02?view=true.

MLA Handbook (7th Edition):

Mac, Thi Ngoc. “A bounding surface viscoplasticity model for soils.” 2015. Web. 18 Apr 2021.

Vancouver:

Mac TN. A bounding surface viscoplasticity model for soils. [Internet] [Masters thesis]. University of New South Wales; 2015. [cited 2021 Apr 18]. Available from: http://handle.unsw.edu.au/1959.4/54809 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:35989/SOURCE02?view=true.

Council of Science Editors:

Mac TN. A bounding surface viscoplasticity model for soils. [Masters Thesis]. University of New South Wales; 2015. Available from: http://handle.unsw.edu.au/1959.4/54809 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:35989/SOURCE02?view=true


University of Connecticut

2. Li, Jingcheng. Evaluation of Elastic-Plastic and Damage Models for Ultra High Performance Concrete (UHPC).

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

  Ultra-high performance concrete (UHPC) has been developed in recent decades as a new class of concrete which exhibits increased strength, durability and long-term stability… (more)

Subjects/Keywords: constitutive model; elastic-plastic model; damage model; LS-DYNA; ABAQUS

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APA (6th Edition):

Li, J. (2011). Evaluation of Elastic-Plastic and Damage Models for Ultra High Performance Concrete (UHPC). (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/185

Chicago Manual of Style (16th Edition):

Li, Jingcheng. “Evaluation of Elastic-Plastic and Damage Models for Ultra High Performance Concrete (UHPC).” 2011. Masters Thesis, University of Connecticut. Accessed April 18, 2021. https://opencommons.uconn.edu/gs_theses/185.

MLA Handbook (7th Edition):

Li, Jingcheng. “Evaluation of Elastic-Plastic and Damage Models for Ultra High Performance Concrete (UHPC).” 2011. Web. 18 Apr 2021.

Vancouver:

Li J. Evaluation of Elastic-Plastic and Damage Models for Ultra High Performance Concrete (UHPC). [Internet] [Masters thesis]. University of Connecticut; 2011. [cited 2021 Apr 18]. Available from: https://opencommons.uconn.edu/gs_theses/185.

Council of Science Editors:

Li J. Evaluation of Elastic-Plastic and Damage Models for Ultra High Performance Concrete (UHPC). [Masters Thesis]. University of Connecticut; 2011. Available from: https://opencommons.uconn.edu/gs_theses/185

3. Ärölä, Kilwa. Constitutive Modelling and Computational Simulation of Nip Mechanics and Winding of Paper Rolls.

Degree: 2006, Helsinki University of Technology

In this thesis the behaviour of paper rolls under different loading conditions as well as the winding process are studied using computational simulations. First, the… (more)

Subjects/Keywords: nip; winding; constitutive model; paper roll; nippikontakti; rullaus; konstituuvinen mallinnus; paperirulla

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APA (6th Edition):

Ärölä, K. (2006). Constitutive Modelling and Computational Simulation of Nip Mechanics and Winding of Paper Rolls. (Thesis). Helsinki University of Technology. Retrieved from http://lib.tkk.fi/Diss/2006/isbn9512285134/

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):

Ärölä, Kilwa. “Constitutive Modelling and Computational Simulation of Nip Mechanics and Winding of Paper Rolls.” 2006. Thesis, Helsinki University of Technology. Accessed April 18, 2021. http://lib.tkk.fi/Diss/2006/isbn9512285134/.

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

MLA Handbook (7th Edition):

Ärölä, Kilwa. “Constitutive Modelling and Computational Simulation of Nip Mechanics and Winding of Paper Rolls.” 2006. Web. 18 Apr 2021.

Vancouver:

Ärölä K. Constitutive Modelling and Computational Simulation of Nip Mechanics and Winding of Paper Rolls. [Internet] [Thesis]. Helsinki University of Technology; 2006. [cited 2021 Apr 18]. Available from: http://lib.tkk.fi/Diss/2006/isbn9512285134/.

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

Council of Science Editors:

Ärölä K. Constitutive Modelling and Computational Simulation of Nip Mechanics and Winding of Paper Rolls. [Thesis]. Helsinki University of Technology; 2006. Available from: http://lib.tkk.fi/Diss/2006/isbn9512285134/

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


University of Utah

4. Swedberg, Aaron. Continuum description of the time- and strain-dependent Poisson's ratio of ligament under finite deformation.

Degree: MS, Bioengineering, 2014, University of Utah

 Ligaments and tendons undergo volume loss when stretched along the primary fiber axis, which is evident by the large, strain-dependent Poisson’s ratios measured during quasistatic… (more)

Subjects/Keywords: Constitutive model; Finite element analysis; Ligament; Poisson's ratio; Tendon

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APA (6th Edition):

Swedberg, A. (2014). Continuum description of the time- and strain-dependent Poisson's ratio of ligament under finite deformation. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/3503/rec/557

Chicago Manual of Style (16th Edition):

Swedberg, Aaron. “Continuum description of the time- and strain-dependent Poisson's ratio of ligament under finite deformation.” 2014. Masters Thesis, University of Utah. Accessed April 18, 2021. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/3503/rec/557.

MLA Handbook (7th Edition):

Swedberg, Aaron. “Continuum description of the time- and strain-dependent Poisson's ratio of ligament under finite deformation.” 2014. Web. 18 Apr 2021.

Vancouver:

Swedberg A. Continuum description of the time- and strain-dependent Poisson's ratio of ligament under finite deformation. [Internet] [Masters thesis]. University of Utah; 2014. [cited 2021 Apr 18]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/3503/rec/557.

Council of Science Editors:

Swedberg A. Continuum description of the time- and strain-dependent Poisson's ratio of ligament under finite deformation. [Masters Thesis]. University of Utah; 2014. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/3503/rec/557


Universidade Federal de Viçosa

5. Ciro Portela de Oliveira. Comportamento mecânico de um solo residual naturalmente cimentado.

Degree: 2011, Universidade Federal de Viçosa

Esta tese apresenta um estudo experimental e teórico de um solo residual jovem de gnaisse estruturado, coletado na cidade do Rio de Janeiro, Brasil. Foram… (more)

Subjects/Keywords: GEOTECNICA; Cimentação; Solos residuais; Modelo constitutivo; Cementations; Residual Soil; Constitutive model

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APA (6th Edition):

Oliveira, C. P. d. (2011). Comportamento mecânico de um solo residual naturalmente cimentado. (Thesis). Universidade Federal de Viçosa. Retrieved from http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=3253

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):

Oliveira, Ciro Portela de. “Comportamento mecânico de um solo residual naturalmente cimentado.” 2011. Thesis, Universidade Federal de Viçosa. Accessed April 18, 2021. http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=3253.

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

MLA Handbook (7th Edition):

Oliveira, Ciro Portela de. “Comportamento mecânico de um solo residual naturalmente cimentado.” 2011. Web. 18 Apr 2021.

Vancouver:

Oliveira CPd. Comportamento mecânico de um solo residual naturalmente cimentado. [Internet] [Thesis]. Universidade Federal de Viçosa; 2011. [cited 2021 Apr 18]. Available from: http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=3253.

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

Council of Science Editors:

Oliveira CPd. Comportamento mecânico de um solo residual naturalmente cimentado. [Thesis]. Universidade Federal de Viçosa; 2011. Available from: http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=3253

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


Texas A&M University

6. Kulkarni, Sahil G. Modeling of Human Brain Tissues and Head Injuries Induced by Blast and Ballistic Impact.

Degree: PhD, Mechanical Engineering, 2013, Texas A&M University

 The use of body armor and combat helmets has reduced fatalities from explosions and ballistic attacks. However, frequent use of improvised explosive devices and continuing… (more)

Subjects/Keywords: Traumatic Brain Injury; Constitutive Model; Advanced Combat Helmet; Enhanced Combat Helmet

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APA (6th Edition):

Kulkarni, S. G. (2013). Modeling of Human Brain Tissues and Head Injuries Induced by Blast and Ballistic Impact. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151836

Chicago Manual of Style (16th Edition):

Kulkarni, Sahil G. “Modeling of Human Brain Tissues and Head Injuries Induced by Blast and Ballistic Impact.” 2013. Doctoral Dissertation, Texas A&M University. Accessed April 18, 2021. http://hdl.handle.net/1969.1/151836.

MLA Handbook (7th Edition):

Kulkarni, Sahil G. “Modeling of Human Brain Tissues and Head Injuries Induced by Blast and Ballistic Impact.” 2013. Web. 18 Apr 2021.

Vancouver:

Kulkarni SG. Modeling of Human Brain Tissues and Head Injuries Induced by Blast and Ballistic Impact. [Internet] [Doctoral dissertation]. Texas A&M University; 2013. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/1969.1/151836.

Council of Science Editors:

Kulkarni SG. Modeling of Human Brain Tissues and Head Injuries Induced by Blast and Ballistic Impact. [Doctoral Dissertation]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151836


University of Manitoba

7. Ugodilinwa, Nnaemeka. Analysis and constitutive modeling of dynamic impact behaviour of Haynes 282 superalloy.

Degree: Mechanical Engineering, 2018, University of Manitoba

 Haynes 282 is a nickel-based superalloy used in the static and rotating components of aerospace engines. Several studies have reported on its mechanical properties; however,… (more)

Subjects/Keywords: Haynes 282; High Strain Rate; Adiabatic Shear Band; Constitutive Model; Superalloy

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APA (6th Edition):

Ugodilinwa, N. (2018). Analysis and constitutive modeling of dynamic impact behaviour of Haynes 282 superalloy. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/33454

Chicago Manual of Style (16th Edition):

Ugodilinwa, Nnaemeka. “Analysis and constitutive modeling of dynamic impact behaviour of Haynes 282 superalloy.” 2018. Masters Thesis, University of Manitoba. Accessed April 18, 2021. http://hdl.handle.net/1993/33454.

MLA Handbook (7th Edition):

Ugodilinwa, Nnaemeka. “Analysis and constitutive modeling of dynamic impact behaviour of Haynes 282 superalloy.” 2018. Web. 18 Apr 2021.

Vancouver:

Ugodilinwa N. Analysis and constitutive modeling of dynamic impact behaviour of Haynes 282 superalloy. [Internet] [Masters thesis]. University of Manitoba; 2018. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/1993/33454.

Council of Science Editors:

Ugodilinwa N. Analysis and constitutive modeling of dynamic impact behaviour of Haynes 282 superalloy. [Masters Thesis]. University of Manitoba; 2018. Available from: http://hdl.handle.net/1993/33454


University of Wollongong

8. Tennakoon, Nayoma C. Geotechnical study of engineering behaviour of fouled ballast.

Degree: Doctor of Philosophy, Department of Civil, Mining and Environmental Engineering, 2012, University of Wollongong

  Railways are among the fastest and most economic transport modes in Australia, and the improvements in track performance are the direct results of the… (more)

Subjects/Keywords: Ballast; fouling; permeability; shear strength; cyclic loading; constitutive model

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APA (6th Edition):

Tennakoon, N. C. (2012). Geotechnical study of engineering behaviour of fouled ballast. (Doctoral Dissertation). University of Wollongong. Retrieved from 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3814

Chicago Manual of Style (16th Edition):

Tennakoon, Nayoma C. “Geotechnical study of engineering behaviour of fouled ballast.” 2012. Doctoral Dissertation, University of Wollongong. Accessed April 18, 2021. 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3814.

MLA Handbook (7th Edition):

Tennakoon, Nayoma C. “Geotechnical study of engineering behaviour of fouled ballast.” 2012. Web. 18 Apr 2021.

Vancouver:

Tennakoon NC. Geotechnical study of engineering behaviour of fouled ballast. [Internet] [Doctoral dissertation]. University of Wollongong; 2012. [cited 2021 Apr 18]. Available from: 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3814.

Council of Science Editors:

Tennakoon NC. Geotechnical study of engineering behaviour of fouled ballast. [Doctoral Dissertation]. University of Wollongong; 2012. Available from: 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3814


University of Wollongong

9. Sun, Qideng. An elasto-plastic strain-based approach for analysing the behaviour of ballasted rail track.

Degree: PhD, 2015, University of Wollongong

  Due to the recent utilisation of faster and heavier trains, traditional railways consisting of granular media overlying a subgrade or natural formulation have become… (more)

Subjects/Keywords: constitutive model; high frequency; particle breakage; FEM; rail track

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APA (6th Edition):

Sun, Q. (2015). An elasto-plastic strain-based approach for analysing the behaviour of ballasted rail track. (Doctoral Dissertation). University of Wollongong. Retrieved from ; https://ro.uow.edu.au/theses/4386

Chicago Manual of Style (16th Edition):

Sun, Qideng. “An elasto-plastic strain-based approach for analysing the behaviour of ballasted rail track.” 2015. Doctoral Dissertation, University of Wollongong. Accessed April 18, 2021. ; https://ro.uow.edu.au/theses/4386.

MLA Handbook (7th Edition):

Sun, Qideng. “An elasto-plastic strain-based approach for analysing the behaviour of ballasted rail track.” 2015. Web. 18 Apr 2021.

Vancouver:

Sun Q. An elasto-plastic strain-based approach for analysing the behaviour of ballasted rail track. [Internet] [Doctoral dissertation]. University of Wollongong; 2015. [cited 2021 Apr 18]. Available from: ; https://ro.uow.edu.au/theses/4386.

Council of Science Editors:

Sun Q. An elasto-plastic strain-based approach for analysing the behaviour of ballasted rail track. [Doctoral Dissertation]. University of Wollongong; 2015. Available from: ; https://ro.uow.edu.au/theses/4386


Texas A&M University

10. Martin, Daniel Thomas. Experimentation and Model Development of High Temperature Shape Memory Alloy Actuation Cycling Under Tension, Compression, and Bending.

Degree: MS, Aerospace Engineering, 2019, Texas A&M University

 Shape Memory Alloys (SMAs) are a unique class of intermetallic alloys that can cyclically sustain large deformations and recover a designed geometry through a solid-to-solid,… (more)

Subjects/Keywords: SMAs; HTSMAs; Thermomechanical Actuation Cycling; Tension; Compression; Bending; SMA Constitutive Model

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APA (6th Edition):

Martin, D. T. (2019). Experimentation and Model Development of High Temperature Shape Memory Alloy Actuation Cycling Under Tension, Compression, and Bending. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/188774

Chicago Manual of Style (16th Edition):

Martin, Daniel Thomas. “Experimentation and Model Development of High Temperature Shape Memory Alloy Actuation Cycling Under Tension, Compression, and Bending.” 2019. Masters Thesis, Texas A&M University. Accessed April 18, 2021. http://hdl.handle.net/1969.1/188774.

MLA Handbook (7th Edition):

Martin, Daniel Thomas. “Experimentation and Model Development of High Temperature Shape Memory Alloy Actuation Cycling Under Tension, Compression, and Bending.” 2019. Web. 18 Apr 2021.

Vancouver:

Martin DT. Experimentation and Model Development of High Temperature Shape Memory Alloy Actuation Cycling Under Tension, Compression, and Bending. [Internet] [Masters thesis]. Texas A&M University; 2019. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/1969.1/188774.

Council of Science Editors:

Martin DT. Experimentation and Model Development of High Temperature Shape Memory Alloy Actuation Cycling Under Tension, Compression, and Bending. [Masters Thesis]. Texas A&M University; 2019. Available from: http://hdl.handle.net/1969.1/188774


University of Ottawa

11. Sayeur, Mathieu. Mechanical Modeling of Human Platelets Membrane .

Degree: 2015, University of Ottawa

 In an effort to help understand the mechanical properties of human platelets, their deformations were measured using micropipette experiments over an aspiration pressure range of… (more)

Subjects/Keywords: Platelets; Mechanics; Constitutive Model; Micropipette Aspiration; Energy Strain Relationship; Mechanical Properties

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APA (6th Edition):

Sayeur, M. (2015). Mechanical Modeling of Human Platelets Membrane . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/32876

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):

Sayeur, Mathieu. “Mechanical Modeling of Human Platelets Membrane .” 2015. Thesis, University of Ottawa. Accessed April 18, 2021. http://hdl.handle.net/10393/32876.

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

MLA Handbook (7th Edition):

Sayeur, Mathieu. “Mechanical Modeling of Human Platelets Membrane .” 2015. Web. 18 Apr 2021.

Vancouver:

Sayeur M. Mechanical Modeling of Human Platelets Membrane . [Internet] [Thesis]. University of Ottawa; 2015. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/10393/32876.

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

Council of Science Editors:

Sayeur M. Mechanical Modeling of Human Platelets Membrane . [Thesis]. University of Ottawa; 2015. Available from: http://hdl.handle.net/10393/32876

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

12. Adi Riyono, Winarputro. CJS-RE : a hierarchical constitutive model for rammed earth : CJS-RE : un modèle constitutif hiérarchisée pour le matériau pisé.

Degree: Docteur es, Génie Civil, 2017, Lyon

Le pisé est une technique constructive vernaculaire consistant à compacter successivement des couches de terre humide entre des coffrages. Cette technique, présente dans le monde… (more)

Subjects/Keywords: Modèle constitutif; Élasto-plastique; Interfaces; Constitutive model; Elasto-plastic; Interfaces

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APA (6th Edition):

Adi Riyono, W. (2017). CJS-RE : a hierarchical constitutive model for rammed earth : CJS-RE : un modèle constitutif hiérarchisée pour le matériau pisé. (Doctoral Dissertation). Lyon. Retrieved from http://www.theses.fr/2017LYSEC036

Chicago Manual of Style (16th Edition):

Adi Riyono, Winarputro. “CJS-RE : a hierarchical constitutive model for rammed earth : CJS-RE : un modèle constitutif hiérarchisée pour le matériau pisé.” 2017. Doctoral Dissertation, Lyon. Accessed April 18, 2021. http://www.theses.fr/2017LYSEC036.

MLA Handbook (7th Edition):

Adi Riyono, Winarputro. “CJS-RE : a hierarchical constitutive model for rammed earth : CJS-RE : un modèle constitutif hiérarchisée pour le matériau pisé.” 2017. Web. 18 Apr 2021.

Vancouver:

Adi Riyono W. CJS-RE : a hierarchical constitutive model for rammed earth : CJS-RE : un modèle constitutif hiérarchisée pour le matériau pisé. [Internet] [Doctoral dissertation]. Lyon; 2017. [cited 2021 Apr 18]. Available from: http://www.theses.fr/2017LYSEC036.

Council of Science Editors:

Adi Riyono W. CJS-RE : a hierarchical constitutive model for rammed earth : CJS-RE : un modèle constitutif hiérarchisée pour le matériau pisé. [Doctoral Dissertation]. Lyon; 2017. Available from: http://www.theses.fr/2017LYSEC036


Univerzitet u Beogradu

13. Jocković, Sanja D., 1978. Formulacija i implementacija konstitutivnog modela za prekonsolidovane gline.

Degree: Građevinski fakultet, 2018, Univerzitet u Beogradu

Građevinska geotehnika / Geotechnical engineering

Pouzdanost analiza geotehničkih problema numeričkih metoda kao što su metoda konačnih elemenata...

Advisors/Committee Members: Vukićević, Mirjana, 1956..

Subjects/Keywords: constitutive model; overconsolidated clays; state parameter; numerical integration; Governing parameter method

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APA (6th Edition):

Jocković, Sanja D., 1. (2018). Formulacija i implementacija konstitutivnog modela za prekonsolidovane gline. (Thesis). Univerzitet u Beogradu. Retrieved from https://fedorabg.bg.ac.rs/fedora/get/o:17647/bdef:Content/get

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):

Jocković, Sanja D., 1978. “Formulacija i implementacija konstitutivnog modela za prekonsolidovane gline.” 2018. Thesis, Univerzitet u Beogradu. Accessed April 18, 2021. https://fedorabg.bg.ac.rs/fedora/get/o:17647/bdef:Content/get.

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

MLA Handbook (7th Edition):

Jocković, Sanja D., 1978. “Formulacija i implementacija konstitutivnog modela za prekonsolidovane gline.” 2018. Web. 18 Apr 2021.

Vancouver:

Jocković, Sanja D. 1. Formulacija i implementacija konstitutivnog modela za prekonsolidovane gline. [Internet] [Thesis]. Univerzitet u Beogradu; 2018. [cited 2021 Apr 18]. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:17647/bdef:Content/get.

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

Council of Science Editors:

Jocković, Sanja D. 1. Formulacija i implementacija konstitutivnog modela za prekonsolidovane gline. [Thesis]. Univerzitet u Beogradu; 2018. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:17647/bdef:Content/get

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


University of Manitoba

14. Priyanto Putro, Deni G. Development and application of new constitutive models to simulate the hydraulic-mechanical behaviour of unsaturated swelling clay.

Degree: Civil Engineering, 2007, University of Manitoba

 Unsaturated swelling clays are used in engineered barriers for waste disposal facilities due to their self-sealing ability and low hydraulic conductivity. The characterization of unsaturated… (more)

Subjects/Keywords: constitutive model; unsaturated; clay; simulation

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APA (6th Edition):

Priyanto Putro, D. G. (2007). Development and application of new constitutive models to simulate the hydraulic-mechanical behaviour of unsaturated swelling clay. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/2830

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):

Priyanto Putro, Deni G. “Development and application of new constitutive models to simulate the hydraulic-mechanical behaviour of unsaturated swelling clay.” 2007. Thesis, University of Manitoba. Accessed April 18, 2021. http://hdl.handle.net/1993/2830.

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

MLA Handbook (7th Edition):

Priyanto Putro, Deni G. “Development and application of new constitutive models to simulate the hydraulic-mechanical behaviour of unsaturated swelling clay.” 2007. Web. 18 Apr 2021.

Vancouver:

Priyanto Putro DG. Development and application of new constitutive models to simulate the hydraulic-mechanical behaviour of unsaturated swelling clay. [Internet] [Thesis]. University of Manitoba; 2007. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/1993/2830.

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

Council of Science Editors:

Priyanto Putro DG. Development and application of new constitutive models to simulate the hydraulic-mechanical behaviour of unsaturated swelling clay. [Thesis]. University of Manitoba; 2007. Available from: http://hdl.handle.net/1993/2830

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

15. Nolan, David Robert. Non-linear anisotropic mechanical behaviour of hard and soft tissues .

Degree: 2015, National University of Ireland – Galway

 The overall objective of this thesis is to develop accurate and rigorous constitutive formulations for the non-linear anisotropic behaviour of soft tissue (arterial) and hard… (more)

Subjects/Keywords: Biomedical engineering; Constitutive model; Biomechanics; Finite element; Anisotropy

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

APA (6th Edition):

Nolan, D. R. (2015). Non-linear anisotropic mechanical behaviour of hard and soft tissues . (Thesis). National University of Ireland – Galway. Retrieved from http://hdl.handle.net/10379/5754

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):

Nolan, David Robert. “Non-linear anisotropic mechanical behaviour of hard and soft tissues .” 2015. Thesis, National University of Ireland – Galway. Accessed April 18, 2021. http://hdl.handle.net/10379/5754.

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

MLA Handbook (7th Edition):

Nolan, David Robert. “Non-linear anisotropic mechanical behaviour of hard and soft tissues .” 2015. Web. 18 Apr 2021.

Vancouver:

Nolan DR. Non-linear anisotropic mechanical behaviour of hard and soft tissues . [Internet] [Thesis]. National University of Ireland – Galway; 2015. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/10379/5754.

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

Council of Science Editors:

Nolan DR. Non-linear anisotropic mechanical behaviour of hard and soft tissues . [Thesis]. National University of Ireland – Galway; 2015. Available from: http://hdl.handle.net/10379/5754

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


Delft University of Technology

16. Smyrniou, Eleni (author). Soil Constitutive Modelling Using Neural Networks.

Degree: 2018, Delft University of Technology

Constitutive models are one of the main building blocks of the Finite Element Analysis that nowadays is used in almost every geotechnical engineering project. Thus,… (more)

Subjects/Keywords: Neural Networks; constitutive modeling; material model; Artificial intelligence

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APA (6th Edition):

Smyrniou, E. (. (2018). Soil Constitutive Modelling Using Neural Networks. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:278a44fc-086c-4f7d-8d67-dfd07f12edbb

Chicago Manual of Style (16th Edition):

Smyrniou, Eleni (author). “Soil Constitutive Modelling Using Neural Networks.” 2018. Masters Thesis, Delft University of Technology. Accessed April 18, 2021. http://resolver.tudelft.nl/uuid:278a44fc-086c-4f7d-8d67-dfd07f12edbb.

MLA Handbook (7th Edition):

Smyrniou, Eleni (author). “Soil Constitutive Modelling Using Neural Networks.” 2018. Web. 18 Apr 2021.

Vancouver:

Smyrniou E(. Soil Constitutive Modelling Using Neural Networks. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2021 Apr 18]. Available from: http://resolver.tudelft.nl/uuid:278a44fc-086c-4f7d-8d67-dfd07f12edbb.

Council of Science Editors:

Smyrniou E(. Soil Constitutive Modelling Using Neural Networks. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:278a44fc-086c-4f7d-8d67-dfd07f12edbb


Delft University of Technology

17. Toloza Barría, Patricio (author). Liquefaction Modelling using the PM4Sand Soil Constitutive Model in PLAXIS 2D.

Degree: 2018, Delft University of Technology

The phenomenon of earthquake-induced soil liquefaction has been a major issue among geotechnical engineers mainly due to the dramatic consequences this could have on civil… (more)

Subjects/Keywords: Soil Liquefaction; Soil Constitutive Model; Earthquake Engineering; Geotechnical Engineering

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APA (6th Edition):

Toloza Barría, P. (. (2018). Liquefaction Modelling using the PM4Sand Soil Constitutive Model in PLAXIS 2D. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:8e556b2a-f97c-4373-b067-760aa83e9cc8

Chicago Manual of Style (16th Edition):

Toloza Barría, Patricio (author). “Liquefaction Modelling using the PM4Sand Soil Constitutive Model in PLAXIS 2D.” 2018. Masters Thesis, Delft University of Technology. Accessed April 18, 2021. http://resolver.tudelft.nl/uuid:8e556b2a-f97c-4373-b067-760aa83e9cc8.

MLA Handbook (7th Edition):

Toloza Barría, Patricio (author). “Liquefaction Modelling using the PM4Sand Soil Constitutive Model in PLAXIS 2D.” 2018. Web. 18 Apr 2021.

Vancouver:

Toloza Barría P(. Liquefaction Modelling using the PM4Sand Soil Constitutive Model in PLAXIS 2D. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2021 Apr 18]. Available from: http://resolver.tudelft.nl/uuid:8e556b2a-f97c-4373-b067-760aa83e9cc8.

Council of Science Editors:

Toloza Barría P(. Liquefaction Modelling using the PM4Sand Soil Constitutive Model in PLAXIS 2D. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:8e556b2a-f97c-4373-b067-760aa83e9cc8


University of South Carolina

18. Mejia Cruz, Yohanna. Probabilistic Multilevel Constitutive Model of the compressive strength of hardened cement paste reinforced with MWCNTs.

Degree: PhD, Civil and Environmental Engineering, 2018, University of South Carolina

Constitutive models available in the literature typically describe the compressive strength of ordinary Portland cement paste (OPC) in a deterministic fashion, in some cases… (more)

Subjects/Keywords: Civil Engineering; Probabilistic; Multilevel; Constitutive Model; compressive; hardened cement; MWCNTs

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APA (6th Edition):

Mejia Cruz, Y. (2018). Probabilistic Multilevel Constitutive Model of the compressive strength of hardened cement paste reinforced with MWCNTs. (Doctoral Dissertation). University of South Carolina. Retrieved from https://scholarcommons.sc.edu/etd/5077

Chicago Manual of Style (16th Edition):

Mejia Cruz, Yohanna. “Probabilistic Multilevel Constitutive Model of the compressive strength of hardened cement paste reinforced with MWCNTs.” 2018. Doctoral Dissertation, University of South Carolina. Accessed April 18, 2021. https://scholarcommons.sc.edu/etd/5077.

MLA Handbook (7th Edition):

Mejia Cruz, Yohanna. “Probabilistic Multilevel Constitutive Model of the compressive strength of hardened cement paste reinforced with MWCNTs.” 2018. Web. 18 Apr 2021.

Vancouver:

Mejia Cruz Y. Probabilistic Multilevel Constitutive Model of the compressive strength of hardened cement paste reinforced with MWCNTs. [Internet] [Doctoral dissertation]. University of South Carolina; 2018. [cited 2021 Apr 18]. Available from: https://scholarcommons.sc.edu/etd/5077.

Council of Science Editors:

Mejia Cruz Y. Probabilistic Multilevel Constitutive Model of the compressive strength of hardened cement paste reinforced with MWCNTs. [Doctoral Dissertation]. University of South Carolina; 2018. Available from: https://scholarcommons.sc.edu/etd/5077


University of Waterloo

19. Bardelcik, Alexander. High Strain Rate Behaviour of Hot Formed Boron Steel with Tailored Properties.

Degree: 2013, University of Waterloo

 In an automotive crash event, hot stamped, die quenched martensitic structural components have been shown to provide excellent intrusion resistance. These alloys exhibit only limited… (more)

Subjects/Keywords: Hot Stamping; Tailored Properties; Constitutive Model; High Strain Rate

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

APA (6th Edition):

Bardelcik, A. (2013). High Strain Rate Behaviour of Hot Formed Boron Steel with Tailored Properties. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/7221

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):

Bardelcik, Alexander. “High Strain Rate Behaviour of Hot Formed Boron Steel with Tailored Properties.” 2013. Thesis, University of Waterloo. Accessed April 18, 2021. http://hdl.handle.net/10012/7221.

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

MLA Handbook (7th Edition):

Bardelcik, Alexander. “High Strain Rate Behaviour of Hot Formed Boron Steel with Tailored Properties.” 2013. Web. 18 Apr 2021.

Vancouver:

Bardelcik A. High Strain Rate Behaviour of Hot Formed Boron Steel with Tailored Properties. [Internet] [Thesis]. University of Waterloo; 2013. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/10012/7221.

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

Council of Science Editors:

Bardelcik A. High Strain Rate Behaviour of Hot Formed Boron Steel with Tailored Properties. [Thesis]. University of Waterloo; 2013. Available from: http://hdl.handle.net/10012/7221

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


Queens University

20. Tawadrous, Ayman. Hard Rocks Under High Strain-Rate Loading .

Degree: Mining Engineering, 2013, Queens University

 Understanding the behavior of geomaterials under explosive loading is essential for several applications in the mining and oil industry. To date, the design of these… (more)

Subjects/Keywords: RHT Model ; Hydrocodes ; Constitutive Models ; Rock Blasting ; Rock Damage

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APA (6th Edition):

Tawadrous, A. (2013). Hard Rocks Under High Strain-Rate Loading . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/8474

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):

Tawadrous, Ayman. “Hard Rocks Under High Strain-Rate Loading .” 2013. Thesis, Queens University. Accessed April 18, 2021. http://hdl.handle.net/1974/8474.

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

MLA Handbook (7th Edition):

Tawadrous, Ayman. “Hard Rocks Under High Strain-Rate Loading .” 2013. Web. 18 Apr 2021.

Vancouver:

Tawadrous A. Hard Rocks Under High Strain-Rate Loading . [Internet] [Thesis]. Queens University; 2013. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/1974/8474.

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

Council of Science Editors:

Tawadrous A. Hard Rocks Under High Strain-Rate Loading . [Thesis]. Queens University; 2013. Available from: http://hdl.handle.net/1974/8474

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


Virginia Tech

21. Guo, Zheying. Mechanical Investigation of Damage in Ligaments.

Degree: PhD, Engineering Science and Mechanics, 2011, Virginia Tech

 Sprains are the most common injuries to ligamentous tissues. They are classified as first-degree, second-degree, or third-degree sprains depending upon their severity. First-degree sprains are… (more)

Subjects/Keywords: Constitutive model; MCL; Ligament; Tensile test; SEM; Subfailure; Damage

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

APA (6th Edition):

Guo, Z. (2011). Mechanical Investigation of Damage in Ligaments. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/77075

Chicago Manual of Style (16th Edition):

Guo, Zheying. “Mechanical Investigation of Damage in Ligaments.” 2011. Doctoral Dissertation, Virginia Tech. Accessed April 18, 2021. http://hdl.handle.net/10919/77075.

MLA Handbook (7th Edition):

Guo, Zheying. “Mechanical Investigation of Damage in Ligaments.” 2011. Web. 18 Apr 2021.

Vancouver:

Guo Z. Mechanical Investigation of Damage in Ligaments. [Internet] [Doctoral dissertation]. Virginia Tech; 2011. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/10919/77075.

Council of Science Editors:

Guo Z. Mechanical Investigation of Damage in Ligaments. [Doctoral Dissertation]. Virginia Tech; 2011. Available from: http://hdl.handle.net/10919/77075


Virginia Tech

22. Kim, Se-Hyung. Cyclic Uniaxial Constitutive Model For Steel Reinforcement.

Degree: MS, Civil Engineering, 2015, Virginia Tech

 Reinforced Concrete (RC) structures are common in earthquake-prone areas. During an earthquake, the steel reinforcement is subjected to cyclic strain histories which lead to inelastic… (more)

Subjects/Keywords: Reinforcing Steel; Constitutive Model; Cyclic Loading; Buckling; Rupture

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APA (6th Edition):

Kim, S. (2015). Cyclic Uniaxial Constitutive Model For Steel Reinforcement. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/51241

Chicago Manual of Style (16th Edition):

Kim, Se-Hyung. “Cyclic Uniaxial Constitutive Model For Steel Reinforcement.” 2015. Masters Thesis, Virginia Tech. Accessed April 18, 2021. http://hdl.handle.net/10919/51241.

MLA Handbook (7th Edition):

Kim, Se-Hyung. “Cyclic Uniaxial Constitutive Model For Steel Reinforcement.” 2015. Web. 18 Apr 2021.

Vancouver:

Kim S. Cyclic Uniaxial Constitutive Model For Steel Reinforcement. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/10919/51241.

Council of Science Editors:

Kim S. Cyclic Uniaxial Constitutive Model For Steel Reinforcement. [Masters Thesis]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/51241


Georgia Tech

23. Allen, Jason Paul. Towards the Development of Dual Phase Constitutive Relations for Ti-6Al-4V Based on the Mechanical Threshold Stress Model.

Degree: PhD, Materials Science and Engineering, 2019, Georgia Tech

 In this work single-crystal MTS models for the alpha- and beta-phases of the Ti-6Al-4V alloy were developed at the slip system level for use within… (more)

Subjects/Keywords: Constitutive Modeling; Mechanical Threshold Stress Model; MTS; VPSC; Ti-6Al-4V

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

APA (6th Edition):

Allen, J. P. (2019). Towards the Development of Dual Phase Constitutive Relations for Ti-6Al-4V Based on the Mechanical Threshold Stress Model. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/63510

Chicago Manual of Style (16th Edition):

Allen, Jason Paul. “Towards the Development of Dual Phase Constitutive Relations for Ti-6Al-4V Based on the Mechanical Threshold Stress Model.” 2019. Doctoral Dissertation, Georgia Tech. Accessed April 18, 2021. http://hdl.handle.net/1853/63510.

MLA Handbook (7th Edition):

Allen, Jason Paul. “Towards the Development of Dual Phase Constitutive Relations for Ti-6Al-4V Based on the Mechanical Threshold Stress Model.” 2019. Web. 18 Apr 2021.

Vancouver:

Allen JP. Towards the Development of Dual Phase Constitutive Relations for Ti-6Al-4V Based on the Mechanical Threshold Stress Model. [Internet] [Doctoral dissertation]. Georgia Tech; 2019. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/1853/63510.

Council of Science Editors:

Allen JP. Towards the Development of Dual Phase Constitutive Relations for Ti-6Al-4V Based on the Mechanical Threshold Stress Model. [Doctoral Dissertation]. Georgia Tech; 2019. Available from: http://hdl.handle.net/1853/63510


University of New South Wales

24. Li, Yingchun. A Constitutive Model of Opened Rock Joints in the Field.

Degree: Mining Engineering, 2016, University of New South Wales

 Mechanical properties of rock joints govern the strength and deformational behaviour of a rock mass. The responses of a rock joint to shear and normal… (more)

Subjects/Keywords: Constitutive model; Rock joints; Opening effect; Field scale

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APA (6th Edition):

Li, Y. (2016). A Constitutive Model of Opened Rock Joints in the Field. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/57069 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42384/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Li, Yingchun. “A Constitutive Model of Opened Rock Joints in the Field.” 2016. Doctoral Dissertation, University of New South Wales. Accessed April 18, 2021. http://handle.unsw.edu.au/1959.4/57069 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42384/SOURCE02?view=true.

MLA Handbook (7th Edition):

Li, Yingchun. “A Constitutive Model of Opened Rock Joints in the Field.” 2016. Web. 18 Apr 2021.

Vancouver:

Li Y. A Constitutive Model of Opened Rock Joints in the Field. [Internet] [Doctoral dissertation]. University of New South Wales; 2016. [cited 2021 Apr 18]. Available from: http://handle.unsw.edu.au/1959.4/57069 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42384/SOURCE02?view=true.

Council of Science Editors:

Li Y. A Constitutive Model of Opened Rock Joints in the Field. [Doctoral Dissertation]. University of New South Wales; 2016. Available from: http://handle.unsw.edu.au/1959.4/57069 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42384/SOURCE02?view=true


University of New South Wales

25. Lv, Mingyan. An analytical and experimental study on the onset of sand production: a poro-elastoplastic model with strain softening behaviour.

Degree: Petroleum Engineering, 2018, University of New South Wales

 Despite decades of research, sand production remains a significant challenge in petroleum industry around the world. Extensive numerical, analytical and experimental studies have been conducted… (more)

Subjects/Keywords: Elastoplasticity; Analytical solution; Sand production; Constitutive model; Pore pressure

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APA (6th Edition):

Lv, M. (2018). An analytical and experimental study on the onset of sand production: a poro-elastoplastic model with strain softening behaviour. (Masters Thesis). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/60217 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:51077/SOURCE2?view=true

Chicago Manual of Style (16th Edition):

Lv, Mingyan. “An analytical and experimental study on the onset of sand production: a poro-elastoplastic model with strain softening behaviour.” 2018. Masters Thesis, University of New South Wales. Accessed April 18, 2021. http://handle.unsw.edu.au/1959.4/60217 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:51077/SOURCE2?view=true.

MLA Handbook (7th Edition):

Lv, Mingyan. “An analytical and experimental study on the onset of sand production: a poro-elastoplastic model with strain softening behaviour.” 2018. Web. 18 Apr 2021.

Vancouver:

Lv M. An analytical and experimental study on the onset of sand production: a poro-elastoplastic model with strain softening behaviour. [Internet] [Masters thesis]. University of New South Wales; 2018. [cited 2021 Apr 18]. Available from: http://handle.unsw.edu.au/1959.4/60217 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:51077/SOURCE2?view=true.

Council of Science Editors:

Lv M. An analytical and experimental study on the onset of sand production: a poro-elastoplastic model with strain softening behaviour. [Masters Thesis]. University of New South Wales; 2018. Available from: http://handle.unsw.edu.au/1959.4/60217 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:51077/SOURCE2?view=true


Virginia Tech

26. Davis, Frances Maria. Nonlinear Viscoelastic Behavior of Ligaments and Tendons: Models and Experiments.

Degree: PhD, Engineering Mechanics, 2013, Virginia Tech

 Ligaments and tendons are rope-like structures in our body that possess time- and history- dependent material properties. Despite the many advances made in experimental and… (more)

Subjects/Keywords: nonlinear viscoelasticity; stress relaxation; small angle x-ray diffraction; constitutive model

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APA (6th Edition):

Davis, F. M. (2013). Nonlinear Viscoelastic Behavior of Ligaments and Tendons: Models and Experiments. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/50939

Chicago Manual of Style (16th Edition):

Davis, Frances Maria. “Nonlinear Viscoelastic Behavior of Ligaments and Tendons: Models and Experiments.” 2013. Doctoral Dissertation, Virginia Tech. Accessed April 18, 2021. http://hdl.handle.net/10919/50939.

MLA Handbook (7th Edition):

Davis, Frances Maria. “Nonlinear Viscoelastic Behavior of Ligaments and Tendons: Models and Experiments.” 2013. Web. 18 Apr 2021.

Vancouver:

Davis FM. Nonlinear Viscoelastic Behavior of Ligaments and Tendons: Models and Experiments. [Internet] [Doctoral dissertation]. Virginia Tech; 2013. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/10919/50939.

Council of Science Editors:

Davis FM. Nonlinear Viscoelastic Behavior of Ligaments and Tendons: Models and Experiments. [Doctoral Dissertation]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/50939


University of New South Wales

27. Zargarbashi, Saman. Investigation of cyclic response in unsaturated soils: Including hydraulic and mechanical hystereses.

Degree: Civil & Environmental Engineering, 2011, University of New South Wales

 Monotonic and cyclic responses of unsaturated soil have been investigated through an extensive program of laboratory testing. Based on the observations made a fully coupled… (more)

Subjects/Keywords: Effective stress paramater; Unsaturated Soil; Constitutive model; Hydraulic hysteresis; Cyclic response

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APA (6th Edition):

Zargarbashi, S. (2011). Investigation of cyclic response in unsaturated soils: Including hydraulic and mechanical hystereses. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/51337 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10018/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Zargarbashi, Saman. “Investigation of cyclic response in unsaturated soils: Including hydraulic and mechanical hystereses.” 2011. Doctoral Dissertation, University of New South Wales. Accessed April 18, 2021. http://handle.unsw.edu.au/1959.4/51337 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10018/SOURCE02?view=true.

MLA Handbook (7th Edition):

Zargarbashi, Saman. “Investigation of cyclic response in unsaturated soils: Including hydraulic and mechanical hystereses.” 2011. Web. 18 Apr 2021.

Vancouver:

Zargarbashi S. Investigation of cyclic response in unsaturated soils: Including hydraulic and mechanical hystereses. [Internet] [Doctoral dissertation]. University of New South Wales; 2011. [cited 2021 Apr 18]. Available from: http://handle.unsw.edu.au/1959.4/51337 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10018/SOURCE02?view=true.

Council of Science Editors:

Zargarbashi S. Investigation of cyclic response in unsaturated soils: Including hydraulic and mechanical hystereses. [Doctoral Dissertation]. University of New South Wales; 2011. Available from: http://handle.unsw.edu.au/1959.4/51337 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10018/SOURCE02?view=true


University of Oklahoma

28. Quiroga, Allison. A bounding surface model for cyclic response of cement-improved clays.

Degree: PhD, 2018, University of Oklahoma

 The use of chemical stabilization of soft soils to achieve increased strength and decreased compressibility for subgrade and site improvement applications is a well-documented and… (more)

Subjects/Keywords: soil mechanics; constitutive model; cement-mixed clay; cyclic; Engineering, Civil.

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APA (6th Edition):

Quiroga, A. (2018). A bounding surface model for cyclic response of cement-improved clays. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/299821

Chicago Manual of Style (16th Edition):

Quiroga, Allison. “A bounding surface model for cyclic response of cement-improved clays.” 2018. Doctoral Dissertation, University of Oklahoma. Accessed April 18, 2021. http://hdl.handle.net/11244/299821.

MLA Handbook (7th Edition):

Quiroga, Allison. “A bounding surface model for cyclic response of cement-improved clays.” 2018. Web. 18 Apr 2021.

Vancouver:

Quiroga A. A bounding surface model for cyclic response of cement-improved clays. [Internet] [Doctoral dissertation]. University of Oklahoma; 2018. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/11244/299821.

Council of Science Editors:

Quiroga A. A bounding surface model for cyclic response of cement-improved clays. [Doctoral Dissertation]. University of Oklahoma; 2018. Available from: http://hdl.handle.net/11244/299821


Delft University of Technology

29. Rajadhyaksha, Siddhesh (author). Improved Constitutive Model for Mesoscale Modelling of Unidirectional Composites.

Degree: 2020, Delft University of Technology

 This era of science and technology has seen widespread use of composite materials for a variety of applications ranging from the defense sector to the… (more)

Subjects/Keywords: Composites; Constitutive Model; Plasticity; uni-directional; Finite Element modelling; Yield Function

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APA (6th Edition):

Rajadhyaksha, S. (. (2020). Improved Constitutive Model for Mesoscale Modelling of Unidirectional Composites. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:edf7581d-8421-4717-9af7-91c1275bfed6

Chicago Manual of Style (16th Edition):

Rajadhyaksha, Siddhesh (author). “Improved Constitutive Model for Mesoscale Modelling of Unidirectional Composites.” 2020. Masters Thesis, Delft University of Technology. Accessed April 18, 2021. http://resolver.tudelft.nl/uuid:edf7581d-8421-4717-9af7-91c1275bfed6.

MLA Handbook (7th Edition):

Rajadhyaksha, Siddhesh (author). “Improved Constitutive Model for Mesoscale Modelling of Unidirectional Composites.” 2020. Web. 18 Apr 2021.

Vancouver:

Rajadhyaksha S(. Improved Constitutive Model for Mesoscale Modelling of Unidirectional Composites. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2021 Apr 18]. Available from: http://resolver.tudelft.nl/uuid:edf7581d-8421-4717-9af7-91c1275bfed6.

Council of Science Editors:

Rajadhyaksha S(. Improved Constitutive Model for Mesoscale Modelling of Unidirectional Composites. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:edf7581d-8421-4717-9af7-91c1275bfed6


Delft University of Technology

30. Liao, Kan (author). Advanced Constitutive Models for Offshore Applications on Suction Pile Foundation.

Degree: 2020, Delft University of Technology

 The suction pile foundation is a large steel cylinder with an open end and sealed top. This foundation type is widely used in the oil&gas… (more)

Subjects/Keywords: Constitutive Model; NGI-ADP; Finite Element Method; PLAXIS 3D

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

APA (6th Edition):

Liao, K. (. (2020). Advanced Constitutive Models for Offshore Applications on Suction Pile Foundation. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:93aeae21-dd31-4175-b48f-3e30a70d304d

Chicago Manual of Style (16th Edition):

Liao, Kan (author). “Advanced Constitutive Models for Offshore Applications on Suction Pile Foundation.” 2020. Masters Thesis, Delft University of Technology. Accessed April 18, 2021. http://resolver.tudelft.nl/uuid:93aeae21-dd31-4175-b48f-3e30a70d304d.

MLA Handbook (7th Edition):

Liao, Kan (author). “Advanced Constitutive Models for Offshore Applications on Suction Pile Foundation.” 2020. Web. 18 Apr 2021.

Vancouver:

Liao K(. Advanced Constitutive Models for Offshore Applications on Suction Pile Foundation. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2021 Apr 18]. Available from: http://resolver.tudelft.nl/uuid:93aeae21-dd31-4175-b48f-3e30a70d304d.

Council of Science Editors:

Liao K(. Advanced Constitutive Models for Offshore Applications on Suction Pile Foundation. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:93aeae21-dd31-4175-b48f-3e30a70d304d

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