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You searched for subject:(Concrete Damaged Plasticity Model). Showing records 1 – 30 of 54004 total matches.

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1. Stoner, Joseph. Finite Element Modelling of GFRP Reinforced Concrete Beams.

Degree: 2015, University of Waterloo

 The numerical modelling of twelve concrete beams reinforced with glass fibre reinforced polymer (GFRP) longitudinal and transverse bars was performed by the author using the… (more)

Subjects/Keywords: GFRP; ABAQUS; Concrete Damaged Plasticity Model; Finite Element Analysis; Concrete; glass fibre reinforced polymers; shear reinforcement; Fracture mechanics; smeared reinforcement; FEA; dilation angle; truss reinforcement

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

APA (6th Edition):

Stoner, J. (2015). Finite Element Modelling of GFRP Reinforced Concrete Beams. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/9286

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):

Stoner, Joseph. “Finite Element Modelling of GFRP Reinforced Concrete Beams.” 2015. Thesis, University of Waterloo. Accessed January 23, 2020. http://hdl.handle.net/10012/9286.

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

MLA Handbook (7th Edition):

Stoner, Joseph. “Finite Element Modelling of GFRP Reinforced Concrete Beams.” 2015. Web. 23 Jan 2020.

Vancouver:

Stoner J. Finite Element Modelling of GFRP Reinforced Concrete Beams. [Internet] [Thesis]. University of Waterloo; 2015. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/10012/9286.

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

Council of Science Editors:

Stoner J. Finite Element Modelling of GFRP Reinforced Concrete Beams. [Thesis]. University of Waterloo; 2015. Available from: http://hdl.handle.net/10012/9286

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

2. Navarro Menargues, Miguel. Estudio numérico parametrizado del punzonamiento en losas de hormigón armado. Evaluación del refuerzo estructural .

Degree: 2018, University of Alicante

 En el presente trabajo se aborda la tesis “Estudio paramétrico con FEM del refuerzo a punzonamiento de losas de hormigón armado”. Se trata de todo… (more)

Subjects/Keywords: Punching shear; Reinforced concrete; Flat slabs; Nonlinearity; Parametric analysis; FEM analysis; Concrete damaged plasticity

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APA (6th Edition):

Navarro Menargues, M. (2018). Estudio numérico parametrizado del punzonamiento en losas de hormigón armado. Evaluación del refuerzo estructural . (Thesis). University of Alicante. Retrieved from http://hdl.handle.net/10045/83429

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):

Navarro Menargues, Miguel. “Estudio numérico parametrizado del punzonamiento en losas de hormigón armado. Evaluación del refuerzo estructural .” 2018. Thesis, University of Alicante. Accessed January 23, 2020. http://hdl.handle.net/10045/83429.

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

MLA Handbook (7th Edition):

Navarro Menargues, Miguel. “Estudio numérico parametrizado del punzonamiento en losas de hormigón armado. Evaluación del refuerzo estructural .” 2018. Web. 23 Jan 2020.

Vancouver:

Navarro Menargues M. Estudio numérico parametrizado del punzonamiento en losas de hormigón armado. Evaluación del refuerzo estructural . [Internet] [Thesis]. University of Alicante; 2018. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/10045/83429.

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

Council of Science Editors:

Navarro Menargues M. Estudio numérico parametrizado del punzonamiento en losas de hormigón armado. Evaluación del refuerzo estructural . [Thesis]. University of Alicante; 2018. Available from: http://hdl.handle.net/10045/83429

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

3. Masad, Noor Ahmad. Meso-Scale Model for Simulations of Concrete Subjected to Cryogenic Temperatures.

Degree: 2013, Texas A&M University

 Liquefied natural gas (LNG) is stored at a cryogenic temperatures ? -160?C and around atmospheric pressure to insure the minimum storage volume in tanks. The… (more)

Subjects/Keywords: cryogenic concrete; concrete properties; concrete plasticity damaged model; Liquefied natural gas tank

…3.6 The Concrete Damaged Plasticity model parameters… …interfacial transmission zone (ITZ). The Concrete Damaged Plasticity model in ABAQUS 2… …theory manual (ABAQUS, 2008). The concrete damaged plasticity model implemented in… …Where α is a material constant. 2.3.2 Concrete Damaged Plasticity Model in ABAQUS The… …concrete damaged plasticity used in ABAQUS is based on the work of Lubliner, et al (1989… 

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APA (6th Edition):

Masad, N. A. (2013). Meso-Scale Model for Simulations of Concrete Subjected to Cryogenic Temperatures. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151228

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):

Masad, Noor Ahmad. “Meso-Scale Model for Simulations of Concrete Subjected to Cryogenic Temperatures.” 2013. Thesis, Texas A&M University. Accessed January 23, 2020. http://hdl.handle.net/1969.1/151228.

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

MLA Handbook (7th Edition):

Masad, Noor Ahmad. “Meso-Scale Model for Simulations of Concrete Subjected to Cryogenic Temperatures.” 2013. Web. 23 Jan 2020.

Vancouver:

Masad NA. Meso-Scale Model for Simulations of Concrete Subjected to Cryogenic Temperatures. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/1969.1/151228.

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

Council of Science Editors:

Masad NA. Meso-Scale Model for Simulations of Concrete Subjected to Cryogenic Temperatures. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151228

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


University of Rochester

4. Ivancic, Sarilyn R. Numerical evaluation of the dynamic response of masonry heritage structures.

Degree: PhD, 2015, University of Rochester

 A concrete damage plasticity model for non-linear FE analysis is calibrated in order to simulate the static and dynamic response of monumental structures built with… (more)

Subjects/Keywords: Adobe churche; Baths of Diocletian; Dynamic analysis; Nonlinear FE structural analysis; Pushover analysis, Roman concrete; Concrete damaged plasticity.

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APA (6th Edition):

Ivancic, S. R. (2015). Numerical evaluation of the dynamic response of masonry heritage structures. (Doctoral Dissertation). University of Rochester. Retrieved from http://hdl.handle.net/1802/29245

Chicago Manual of Style (16th Edition):

Ivancic, Sarilyn R. “Numerical evaluation of the dynamic response of masonry heritage structures.” 2015. Doctoral Dissertation, University of Rochester. Accessed January 23, 2020. http://hdl.handle.net/1802/29245.

MLA Handbook (7th Edition):

Ivancic, Sarilyn R. “Numerical evaluation of the dynamic response of masonry heritage structures.” 2015. Web. 23 Jan 2020.

Vancouver:

Ivancic SR. Numerical evaluation of the dynamic response of masonry heritage structures. [Internet] [Doctoral dissertation]. University of Rochester; 2015. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/1802/29245.

Council of Science Editors:

Ivancic SR. Numerical evaluation of the dynamic response of masonry heritage structures. [Doctoral Dissertation]. University of Rochester; 2015. Available from: http://hdl.handle.net/1802/29245


Queensland University of Technology

5. Wahalathantri, Buddhi Lankananda. Damage assessment in reinforced concrete flexural members using modal strain energy based method.

Degree: 2012, Queensland University of Technology

 Damage assessment (damage detection, localization and quantification) in structures and appropriate retrofitting will enable the safe and efficient function of the structures. In this context,… (more)

Subjects/Keywords: modal strain energy based method, reinforced concrete, flexural members, flexural cracks, damage assessment, damage detection, damage localization, damaged plasticity model, damage index method, vibration based damage identification technique; structural health monitoring, MATLAB based program

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

APA (6th Edition):

Wahalathantri, B. L. (2012). Damage assessment in reinforced concrete flexural members using modal strain energy based method. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/59509/

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):

Wahalathantri, Buddhi Lankananda. “Damage assessment in reinforced concrete flexural members using modal strain energy based method.” 2012. Thesis, Queensland University of Technology. Accessed January 23, 2020. https://eprints.qut.edu.au/59509/.

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

MLA Handbook (7th Edition):

Wahalathantri, Buddhi Lankananda. “Damage assessment in reinforced concrete flexural members using modal strain energy based method.” 2012. Web. 23 Jan 2020.

Vancouver:

Wahalathantri BL. Damage assessment in reinforced concrete flexural members using modal strain energy based method. [Internet] [Thesis]. Queensland University of Technology; 2012. [cited 2020 Jan 23]. Available from: https://eprints.qut.edu.au/59509/.

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

Council of Science Editors:

Wahalathantri BL. Damage assessment in reinforced concrete flexural members using modal strain energy based method. [Thesis]. Queensland University of Technology; 2012. Available from: https://eprints.qut.edu.au/59509/

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


Texas A&M University

6. Shastri, Ajay Seshadri. Computational Modeling of Conventionally Reinforced Concrete Coupling Beams.

Degree: 2012, Texas A&M University

 Coupling beams are structural elements used to connect two or more shear walls. The most common material used in the construction of coupling beam is… (more)

Subjects/Keywords: Concrete Coupling Beams; Computational Modeling; Damage Plasticity Model; ABAQUS

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APA (6th Edition):

Shastri, A. S. (2012). Computational Modeling of Conventionally Reinforced Concrete Coupling Beams. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8942

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):

Shastri, Ajay Seshadri. “Computational Modeling of Conventionally Reinforced Concrete Coupling Beams.” 2012. Thesis, Texas A&M University. Accessed January 23, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8942.

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

MLA Handbook (7th Edition):

Shastri, Ajay Seshadri. “Computational Modeling of Conventionally Reinforced Concrete Coupling Beams.” 2012. Web. 23 Jan 2020.

Vancouver:

Shastri AS. Computational Modeling of Conventionally Reinforced Concrete Coupling Beams. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8942.

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

Council of Science Editors:

Shastri AS. Computational Modeling of Conventionally Reinforced Concrete Coupling Beams. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8942

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


University of Adelaide

7. Arjomand, Elaheh. Cement Sheath Integrity Assessment Subject to Pressure and Temperature Variations.

Degree: 2018, University of Adelaide

 The exploration and exploitation of hydrocarbon wells should not cause any environmental hazards including contamination of groundwater (aquifers) and atmosphere. The cement placed in the… (more)

Subjects/Keywords: Cement sheath integrity; concrete damage plasticity model; compression damage; tensile damage

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APA (6th Edition):

Arjomand, E. (2018). Cement Sheath Integrity Assessment Subject to Pressure and Temperature Variations. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/120307

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):

Arjomand, Elaheh. “Cement Sheath Integrity Assessment Subject to Pressure and Temperature Variations.” 2018. Thesis, University of Adelaide. Accessed January 23, 2020. http://hdl.handle.net/2440/120307.

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

MLA Handbook (7th Edition):

Arjomand, Elaheh. “Cement Sheath Integrity Assessment Subject to Pressure and Temperature Variations.” 2018. Web. 23 Jan 2020.

Vancouver:

Arjomand E. Cement Sheath Integrity Assessment Subject to Pressure and Temperature Variations. [Internet] [Thesis]. University of Adelaide; 2018. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/2440/120307.

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

Council of Science Editors:

Arjomand E. Cement Sheath Integrity Assessment Subject to Pressure and Temperature Variations. [Thesis]. University of Adelaide; 2018. Available from: http://hdl.handle.net/2440/120307

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

8. Genikomsou, Aikaterini. Nonlinear Finite Element Analysis of Punching Shear of Reinforced Concrete Slab-Column Connections.

Degree: 2016, University of Waterloo

 The code provisions for the design of reinforced concrete slabs are based on empirical and mostly statistical formulations derived from the tests. The available testing… (more)

Subjects/Keywords: Punching shear; Reinforced concrete slabs; Finite Element Analysis; ABAQUS; Shear bolts; Compressive membrane action; Concrete damaged plasticity model; Design codes; Opening effect

…60 Chapter 4 - Calibration of the Concrete Damaged Plasticity model in ABAQUS… …61 4.2 Concrete damaged plasticity model in ABAQUS… …software ABAQUS. The concrete damaged plasticity model that ABAQUS offers is studied and… …following: 1. The efficient calibration of the concrete damaged plasticity model in ABAQUS; 2. The… …the use of the calibrated concrete damaged plasticity model in punching shear FEA is… 

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APA (6th Edition):

Genikomsou, A. (2016). Nonlinear Finite Element Analysis of Punching Shear of Reinforced Concrete Slab-Column Connections. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/10112

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):

Genikomsou, Aikaterini. “Nonlinear Finite Element Analysis of Punching Shear of Reinforced Concrete Slab-Column Connections.” 2016. Thesis, University of Waterloo. Accessed January 23, 2020. http://hdl.handle.net/10012/10112.

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

MLA Handbook (7th Edition):

Genikomsou, Aikaterini. “Nonlinear Finite Element Analysis of Punching Shear of Reinforced Concrete Slab-Column Connections.” 2016. Web. 23 Jan 2020.

Vancouver:

Genikomsou A. Nonlinear Finite Element Analysis of Punching Shear of Reinforced Concrete Slab-Column Connections. [Internet] [Thesis]. University of Waterloo; 2016. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/10012/10112.

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

Council of Science Editors:

Genikomsou A. Nonlinear Finite Element Analysis of Punching Shear of Reinforced Concrete Slab-Column Connections. [Thesis]. University of Waterloo; 2016. Available from: http://hdl.handle.net/10012/10112

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


KTH

9. Vosoughian, Saeed. The effect of pre-stressing location on punching shear capacity of concrete flat slabs.

Degree: Concrete Structures, 2019, KTH

          Implementing pre-stressing cables is a viable option aiming at controlling deformation and cracking of concrete flat slabs in serviceability limit state. The pre-stressing… (more)

Subjects/Keywords: Concrete flat slabs; Concrete damage plasticity model; Eurocode 2; Nonlinear finite element analysis; Punching capacity; Pre-stressing cables; Infrastructure Engineering; Infrastrukturteknik

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APA (6th Edition):

Vosoughian, S. (2019). The effect of pre-stressing location on punching shear capacity of concrete flat slabs. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-263243

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):

Vosoughian, Saeed. “The effect of pre-stressing location on punching shear capacity of concrete flat slabs.” 2019. Thesis, KTH. Accessed January 23, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-263243.

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

MLA Handbook (7th Edition):

Vosoughian, Saeed. “The effect of pre-stressing location on punching shear capacity of concrete flat slabs.” 2019. Web. 23 Jan 2020.

Vancouver:

Vosoughian S. The effect of pre-stressing location on punching shear capacity of concrete flat slabs. [Internet] [Thesis]. KTH; 2019. [cited 2020 Jan 23]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-263243.

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

Council of Science Editors:

Vosoughian S. The effect of pre-stressing location on punching shear capacity of concrete flat slabs. [Thesis]. KTH; 2019. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-263243

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


University of New South Wales

10. Piscesa, Bambang. Modeling confined concrete using plasticity formulation.

Degree: Civil & Environmental Engineering, 2018, University of New South Wales

 Modeling confined concrete using plasticity models for actively confined concrete is well established. However, for passively confined concrete with very high lateral stiffness, it is… (more)

Subjects/Keywords: Confined concrete; Plasticity formulation

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APA (6th Edition):

Piscesa, B. (2018). Modeling confined concrete using plasticity formulation. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/59671

Chicago Manual of Style (16th Edition):

Piscesa, Bambang. “Modeling confined concrete using plasticity formulation.” 2018. Doctoral Dissertation, University of New South Wales. Accessed January 23, 2020. http://handle.unsw.edu.au/1959.4/59671.

MLA Handbook (7th Edition):

Piscesa, Bambang. “Modeling confined concrete using plasticity formulation.” 2018. Web. 23 Jan 2020.

Vancouver:

Piscesa B. Modeling confined concrete using plasticity formulation. [Internet] [Doctoral dissertation]. University of New South Wales; 2018. [cited 2020 Jan 23]. Available from: http://handle.unsw.edu.au/1959.4/59671.

Council of Science Editors:

Piscesa B. Modeling confined concrete using plasticity formulation. [Doctoral Dissertation]. University of New South Wales; 2018. Available from: http://handle.unsw.edu.au/1959.4/59671


University of Wisconsin – Milwaukee

11. Li, Zeqian. Assessments of Concrete Internal Damage Caused By Freeze-Thaw Cycles and Mechanical Loading.

Degree: MS, Engineering, 2017, University of Wisconsin – Milwaukee

Concrete in bridge decks in Northern States, such as Wisconsin, is subjected to both freeze-thaw cycles and mechanical stresses. Standard testing methods are available… (more)

Subjects/Keywords: Concrete; Damaged; Freeze-cycles; Mechanical-loading; Civil Engineering

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

APA (6th Edition):

Li, Z. (2017). Assessments of Concrete Internal Damage Caused By Freeze-Thaw Cycles and Mechanical Loading. (Thesis). University of Wisconsin – Milwaukee. Retrieved from https://dc.uwm.edu/etd/1661

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):

Li, Zeqian. “Assessments of Concrete Internal Damage Caused By Freeze-Thaw Cycles and Mechanical Loading.” 2017. Thesis, University of Wisconsin – Milwaukee. Accessed January 23, 2020. https://dc.uwm.edu/etd/1661.

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

MLA Handbook (7th Edition):

Li, Zeqian. “Assessments of Concrete Internal Damage Caused By Freeze-Thaw Cycles and Mechanical Loading.” 2017. Web. 23 Jan 2020.

Vancouver:

Li Z. Assessments of Concrete Internal Damage Caused By Freeze-Thaw Cycles and Mechanical Loading. [Internet] [Thesis]. University of Wisconsin – Milwaukee; 2017. [cited 2020 Jan 23]. Available from: https://dc.uwm.edu/etd/1661.

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

Council of Science Editors:

Li Z. Assessments of Concrete Internal Damage Caused By Freeze-Thaw Cycles and Mechanical Loading. [Thesis]. University of Wisconsin – Milwaukee; 2017. Available from: https://dc.uwm.edu/etd/1661

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


Indian Institute of Science

12. Manju, M A. Numerical Investigation of Masonry Infilled RC Frames Subjected to Seismic Loading.

Degree: 2016, Indian Institute of Science

 Reinforced concrete frames, infilled with brick/concrete block masonry, are the most common type of structures found in multi-storeyed constructions, especially in developing countries. Usually, the… (more)

Subjects/Keywords: Masonry Infilled RC Frames; Seismic Loading; Linear Elastic Analysis; Reinforced Concrete; Young's Modules of Elasticity; Infilled Frames; Infill Walls; Concrete Damage Plasticity Model; seismic vulnerability; Civil Engineering

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APA (6th Edition):

Manju, M. A. (2016). Numerical Investigation of Masonry Infilled RC Frames Subjected to Seismic Loading. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/3156

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):

Manju, M A. “Numerical Investigation of Masonry Infilled RC Frames Subjected to Seismic Loading.” 2016. Thesis, Indian Institute of Science. Accessed January 23, 2020. http://hdl.handle.net/2005/3156.

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

MLA Handbook (7th Edition):

Manju, M A. “Numerical Investigation of Masonry Infilled RC Frames Subjected to Seismic Loading.” 2016. Web. 23 Jan 2020.

Vancouver:

Manju MA. Numerical Investigation of Masonry Infilled RC Frames Subjected to Seismic Loading. [Internet] [Thesis]. Indian Institute of Science; 2016. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/2005/3156.

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

Council of Science Editors:

Manju MA. Numerical Investigation of Masonry Infilled RC Frames Subjected to Seismic Loading. [Thesis]. Indian Institute of Science; 2016. Available from: http://hdl.handle.net/2005/3156

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


Indian Institute of Science

13. Raji, M. Endochronic Constitutive Model for Sands and Its Application to Geotechnical Problems.

Degree: 2013, Indian Institute of Science

 The introductions of large digital computers in the field of engineering have rendered possible the solution of a wide variety of problems without the need… (more)

Subjects/Keywords: Soil Mechanics; Plasticity Theory; Soils - Plastic Properties; Endochronic Theory; Endochronic Constitutive Models - Sand; Underground Shallow Tunnels - Endochronic Model; Metro Unddeground Station - Endochronic Model; Soils - Costitutive Models; Geotechnical Engineering; Sol Behavior; FLAC3D - Endochronic Model; Concrete Footings - Endochronic Constitutive Model; Plasticity; Civil Engineering

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APA (6th Edition):

Raji, M. (2013). Endochronic Constitutive Model for Sands and Its Application to Geotechnical Problems. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/2005/3467 ; http://etd.iisc.ernet.in/abstracts/4334/G25884-Abs.pdf

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):

Raji, M. “Endochronic Constitutive Model for Sands and Its Application to Geotechnical Problems.” 2013. Thesis, Indian Institute of Science. Accessed January 23, 2020. http://etd.iisc.ernet.in/2005/3467 ; http://etd.iisc.ernet.in/abstracts/4334/G25884-Abs.pdf.

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

MLA Handbook (7th Edition):

Raji, M. “Endochronic Constitutive Model for Sands and Its Application to Geotechnical Problems.” 2013. Web. 23 Jan 2020.

Vancouver:

Raji M. Endochronic Constitutive Model for Sands and Its Application to Geotechnical Problems. [Internet] [Thesis]. Indian Institute of Science; 2013. [cited 2020 Jan 23]. Available from: http://etd.iisc.ernet.in/2005/3467 ; http://etd.iisc.ernet.in/abstracts/4334/G25884-Abs.pdf.

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

Council of Science Editors:

Raji M. Endochronic Constitutive Model for Sands and Its Application to Geotechnical Problems. [Thesis]. Indian Institute of Science; 2013. Available from: http://etd.iisc.ernet.in/2005/3467 ; http://etd.iisc.ernet.in/abstracts/4334/G25884-Abs.pdf

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


University of Sydney

14. Das, Sagar. A strain-rate dependent tensile damage model for brittle materials under impact loading .

Degree: 2016, University of Sydney

 Brittle materials are often subjected to high strain rate impact load, which could be imposed due to intentional demolition purposes or during ballistic impact on… (more)

Subjects/Keywords: Brittle material; Tensile damaged model; Fragment size distribution; High strain rate

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APA (6th Edition):

Das, S. (2016). A strain-rate dependent tensile damage model for brittle materials under impact loading . (Thesis). University of Sydney. Retrieved from http://hdl.handle.net/2123/15612

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):

Das, Sagar. “A strain-rate dependent tensile damage model for brittle materials under impact loading .” 2016. Thesis, University of Sydney. Accessed January 23, 2020. http://hdl.handle.net/2123/15612.

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

MLA Handbook (7th Edition):

Das, Sagar. “A strain-rate dependent tensile damage model for brittle materials under impact loading .” 2016. Web. 23 Jan 2020.

Vancouver:

Das S. A strain-rate dependent tensile damage model for brittle materials under impact loading . [Internet] [Thesis]. University of Sydney; 2016. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/2123/15612.

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

Council of Science Editors:

Das S. A strain-rate dependent tensile damage model for brittle materials under impact loading . [Thesis]. University of Sydney; 2016. Available from: http://hdl.handle.net/2123/15612

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

15. Farahmandpour, Chia. Modélisation et simulation du comportement des bétons confinés : Simulation of the behaviour of confined concrete.

Degree: Docteur es, Mécanique - Génie Civil, 2017, Université Pierre et Marie Curie – Paris VI

Les techniques de renforcement de structures en béton armé (BA) par collage de polymères renforcés de fibres (PRF) trouvent un important champ d'applications dans le… (more)

Subjects/Keywords: Modèle élasto-plastique endommageable; Béton confiné; Polymère renforcé de fibres (PRF); Calculs de structures; Damage plasticity model; Fiber reinforced polymers (FRP); Concrete confined; 624.17

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APA (6th Edition):

Farahmandpour, C. (2017). Modélisation et simulation du comportement des bétons confinés : Simulation of the behaviour of confined concrete. (Doctoral Dissertation). Université Pierre et Marie Curie – Paris VI. Retrieved from http://www.theses.fr/2017PA066550

Chicago Manual of Style (16th Edition):

Farahmandpour, Chia. “Modélisation et simulation du comportement des bétons confinés : Simulation of the behaviour of confined concrete.” 2017. Doctoral Dissertation, Université Pierre et Marie Curie – Paris VI. Accessed January 23, 2020. http://www.theses.fr/2017PA066550.

MLA Handbook (7th Edition):

Farahmandpour, Chia. “Modélisation et simulation du comportement des bétons confinés : Simulation of the behaviour of confined concrete.” 2017. Web. 23 Jan 2020.

Vancouver:

Farahmandpour C. Modélisation et simulation du comportement des bétons confinés : Simulation of the behaviour of confined concrete. [Internet] [Doctoral dissertation]. Université Pierre et Marie Curie – Paris VI; 2017. [cited 2020 Jan 23]. Available from: http://www.theses.fr/2017PA066550.

Council of Science Editors:

Farahmandpour C. Modélisation et simulation du comportement des bétons confinés : Simulation of the behaviour of confined concrete. [Doctoral Dissertation]. Université Pierre et Marie Curie – Paris VI; 2017. Available from: http://www.theses.fr/2017PA066550


Brno University of Technology

16. Král, Petr. Nelineární analýza železobetonových konstrukcí .

Degree: 2013, Brno University of Technology

 Cílem práce je provedení a vyhodnocení nelineárních analýz trámů, jež budou namáhány čtyřbodovým ohybem. Nelineární analýza bude provedena a vyhodnocena na třech modelech trámu, z… (more)

Subjects/Keywords: Nelineární analýza; trám; prostý beton; železobeton; ANSYS; Mechanical APDL; multiPlas; modifikovaný Drucker – Prager; materiálový model; plasticita; výpočtový model; metoda konečných prvků; zatížení; okrajové podmínky.; Nonlinear analysis; beam; plain concrete; reinforced concrete; ANSYS; Mechanical APDL; multiPlas; modified Drucker – Prager; material model; plasticity; computational model; finite element method; loads; boundary conditions.

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APA (6th Edition):

Král, P. (2013). Nelineární analýza železobetonových konstrukcí . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/28566

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):

Král, Petr. “Nelineární analýza železobetonových konstrukcí .” 2013. Thesis, Brno University of Technology. Accessed January 23, 2020. http://hdl.handle.net/11012/28566.

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

MLA Handbook (7th Edition):

Král, Petr. “Nelineární analýza železobetonových konstrukcí .” 2013. Web. 23 Jan 2020.

Vancouver:

Král P. Nelineární analýza železobetonových konstrukcí . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/11012/28566.

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

Council of Science Editors:

Král P. Nelineární analýza železobetonových konstrukcí . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/28566

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

17. Kreit, Amjad. Prolongation de la durée de vie des ouvrages en béton armé : Extending the service life of reinforced concrete structures.

Degree: Docteur es, Génie Civil, 2012, Toulouse, INSA

 L'efficacité de la technique NSM dans la réparation et renforcement des structures est fortement dépendante de la performance d’adhérence entre les joncs de carbone et… (more)

Subjects/Keywords: Réparation; Béton armé; Corrosion; NSM; Matériaux composites; Endommagement; Charges excessives; Repair; Reinforced Concrete; Corrosion; NSM; Composite materials; Damaged; Excessive charges; 620.2

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APA (6th Edition):

Kreit, A. (2012). Prolongation de la durée de vie des ouvrages en béton armé : Extending the service life of reinforced concrete structures. (Doctoral Dissertation). Toulouse, INSA. Retrieved from http://www.theses.fr/2012ISAT0059

Chicago Manual of Style (16th Edition):

Kreit, Amjad. “Prolongation de la durée de vie des ouvrages en béton armé : Extending the service life of reinforced concrete structures.” 2012. Doctoral Dissertation, Toulouse, INSA. Accessed January 23, 2020. http://www.theses.fr/2012ISAT0059.

MLA Handbook (7th Edition):

Kreit, Amjad. “Prolongation de la durée de vie des ouvrages en béton armé : Extending the service life of reinforced concrete structures.” 2012. Web. 23 Jan 2020.

Vancouver:

Kreit A. Prolongation de la durée de vie des ouvrages en béton armé : Extending the service life of reinforced concrete structures. [Internet] [Doctoral dissertation]. Toulouse, INSA; 2012. [cited 2020 Jan 23]. Available from: http://www.theses.fr/2012ISAT0059.

Council of Science Editors:

Kreit A. Prolongation de la durée de vie des ouvrages en béton armé : Extending the service life of reinforced concrete structures. [Doctoral Dissertation]. Toulouse, INSA; 2012. Available from: http://www.theses.fr/2012ISAT0059


Georgia Tech

18. Jeon, Jong-Su. Aftershock vulnerability assessment of damaged reinforced concrete buildings in California.

Degree: PhD, Civil and Environmental Engineering, 2013, Georgia Tech

 Although the knowledge and technology of seismic analysis and seismic risk assessment tools have rapidly advanced in the past several decades, current seismic design codes… (more)

Subjects/Keywords: Multiple earthquakes; Mainshock-damaged structures; Building tagging; Aftershock fragility; Increased vulnerability; Non-ductile and ductile reinforced concrete buildings

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APA (6th Edition):

Jeon, J. (2013). Aftershock vulnerability assessment of damaged reinforced concrete buildings in California. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/52180

Chicago Manual of Style (16th Edition):

Jeon, Jong-Su. “Aftershock vulnerability assessment of damaged reinforced concrete buildings in California.” 2013. Doctoral Dissertation, Georgia Tech. Accessed January 23, 2020. http://hdl.handle.net/1853/52180.

MLA Handbook (7th Edition):

Jeon, Jong-Su. “Aftershock vulnerability assessment of damaged reinforced concrete buildings in California.” 2013. Web. 23 Jan 2020.

Vancouver:

Jeon J. Aftershock vulnerability assessment of damaged reinforced concrete buildings in California. [Internet] [Doctoral dissertation]. Georgia Tech; 2013. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/1853/52180.

Council of Science Editors:

Jeon J. Aftershock vulnerability assessment of damaged reinforced concrete buildings in California. [Doctoral Dissertation]. Georgia Tech; 2013. Available from: http://hdl.handle.net/1853/52180


The Ohio State University

19. Bai, Jie. A Homogenization based Continuum Plasticity-Damage Model for Ductile Frature of Materials Containing Heterogeneities.

Degree: PhD, Mechanical Engineering, 2008, The Ohio State University

  This paper develops an adaptive concurrent multi-level computational model for multi-scale analysis of composite structures undergoing damage initiation and growth due to microstructural damage… (more)

Subjects/Keywords: Mechanical Engineering; Ductile fracture; Plasticity-Damage Model

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APA (6th Edition):

Bai, J. (2008). A Homogenization based Continuum Plasticity-Damage Model for Ductile Frature of Materials Containing Heterogeneities. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1211910660

Chicago Manual of Style (16th Edition):

Bai, Jie. “A Homogenization based Continuum Plasticity-Damage Model for Ductile Frature of Materials Containing Heterogeneities.” 2008. Doctoral Dissertation, The Ohio State University. Accessed January 23, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu1211910660.

MLA Handbook (7th Edition):

Bai, Jie. “A Homogenization based Continuum Plasticity-Damage Model for Ductile Frature of Materials Containing Heterogeneities.” 2008. Web. 23 Jan 2020.

Vancouver:

Bai J. A Homogenization based Continuum Plasticity-Damage Model for Ductile Frature of Materials Containing Heterogeneities. [Internet] [Doctoral dissertation]. The Ohio State University; 2008. [cited 2020 Jan 23]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1211910660.

Council of Science Editors:

Bai J. A Homogenization based Continuum Plasticity-Damage Model for Ductile Frature of Materials Containing Heterogeneities. [Doctoral Dissertation]. The Ohio State University; 2008. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1211910660


Brno University of Technology

20. Blaha, Jakub. Výpočtová analýza zbytkových napětí u autofretovaných vysokotlakých zásobníků paliva .

Degree: 2015, Brno University of Technology

 Diplomová práce je zaměřena na numerickou simulaci autofretáže vysokotlakého zásobníku paliva – railu v systému Common Rail. Nejprve je popsán Chabocheho model, který je později… (more)

Subjects/Keywords: autofretáž; plasticita; Chabocheho model plasticity; rail; tlustostěnná válcová nádoba; fitování; autofrettage; plasticity; Chaboche model of plasticity; rail; thick-walled vessel; fitting

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APA (6th Edition):

Blaha, J. (2015). Výpočtová analýza zbytkových napětí u autofretovaných vysokotlakých zásobníků paliva . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/39862

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):

Blaha, Jakub. “Výpočtová analýza zbytkových napětí u autofretovaných vysokotlakých zásobníků paliva .” 2015. Thesis, Brno University of Technology. Accessed January 23, 2020. http://hdl.handle.net/11012/39862.

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

MLA Handbook (7th Edition):

Blaha, Jakub. “Výpočtová analýza zbytkových napětí u autofretovaných vysokotlakých zásobníků paliva .” 2015. Web. 23 Jan 2020.

Vancouver:

Blaha J. Výpočtová analýza zbytkových napětí u autofretovaných vysokotlakých zásobníků paliva . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/11012/39862.

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

Council of Science Editors:

Blaha J. Výpočtová analýza zbytkových napětí u autofretovaných vysokotlakých zásobníků paliva . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/39862

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


University of Illinois – Chicago

21. Bilal, Kamel. Analysis and Behavior of Composite Transmission Towers.

Degree: 2018, University of Illinois – Chicago

 A study on the behavior and design of composite transmission towers was carried out using the finite element software ABAQUS. The finite element models were… (more)

Subjects/Keywords: Abaqus; Finite Elements; Modeling; Concrete Damage Plasticity; Composite

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APA (6th Edition):

Bilal, K. (2018). Analysis and Behavior of Composite Transmission Towers. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/23316

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):

Bilal, Kamel. “Analysis and Behavior of Composite Transmission Towers.” 2018. Thesis, University of Illinois – Chicago. Accessed January 23, 2020. http://hdl.handle.net/10027/23316.

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

MLA Handbook (7th Edition):

Bilal, Kamel. “Analysis and Behavior of Composite Transmission Towers.” 2018. Web. 23 Jan 2020.

Vancouver:

Bilal K. Analysis and Behavior of Composite Transmission Towers. [Internet] [Thesis]. University of Illinois – Chicago; 2018. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/10027/23316.

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

Council of Science Editors:

Bilal K. Analysis and Behavior of Composite Transmission Towers. [Thesis]. University of Illinois – Chicago; 2018. Available from: http://hdl.handle.net/10027/23316

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


University of Illinois – Urbana-Champaign

22. Van Dam, Emily. Abrasion resistance of concrete and the use of high performance concrete for concrete railway crossties.

Degree: MS, 0106, 2014, University of Illinois – Urbana-Champaign

 This project focused on the abrasion resistance of concrete railway crossties. In the first phase of this project, a series of high performance concrete mixes… (more)

Subjects/Keywords: concrete abrasion resistance; abrasion model; high performance concrete (HPC); concrete crossties; silica fume concrete

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APA (6th Edition):

Van Dam, E. (2014). Abrasion resistance of concrete and the use of high performance concrete for concrete railway crossties. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/49506

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):

Van Dam, Emily. “Abrasion resistance of concrete and the use of high performance concrete for concrete railway crossties.” 2014. Thesis, University of Illinois – Urbana-Champaign. Accessed January 23, 2020. http://hdl.handle.net/2142/49506.

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

MLA Handbook (7th Edition):

Van Dam, Emily. “Abrasion resistance of concrete and the use of high performance concrete for concrete railway crossties.” 2014. Web. 23 Jan 2020.

Vancouver:

Van Dam E. Abrasion resistance of concrete and the use of high performance concrete for concrete railway crossties. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2014. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/2142/49506.

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

Council of Science Editors:

Van Dam E. Abrasion resistance of concrete and the use of high performance concrete for concrete railway crossties. [Thesis]. University of Illinois – Urbana-Champaign; 2014. Available from: http://hdl.handle.net/2142/49506

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

23. Chen, Qiwen. Experimental testing and constitutive modeling of concrete confined with shape memory alloys.

Degree: PhD, Civil Engineering, 2015, University of Illinois – Urbana-Champaign

Concrete confinement has been proven to be effective in increasing concrete strength and ductility, which are essential characteristics for structures prone to extreme loading events,… (more)

Subjects/Keywords: Shape Memory Alloys; Confinement; Concrete; Seismic; Retrofit; Plasticity; Constitutive Model; Smart Material

…OF USING PLASTICITY MODEL FOR SMA CONFINED CONCRETE . 141 7.1 EMPIRICAL MODELS… …PLASTICITY MODEL FOR SMA CONFINED CONCRETE . 155 7.4 CONCLUSIONS… …CONFINED CONCRETE PLASTICITY MODEL ….. 181 8.3 MODEL VERIFICATION… …utilized to develop a new plasticity model for SMA confined concrete, including yield criterion… …and validation of a novel SMA confined concrete plasticity model within the framework of… 

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APA (6th Edition):

Chen, Q. (2015). Experimental testing and constitutive modeling of concrete confined with shape memory alloys. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/87996

Chicago Manual of Style (16th Edition):

Chen, Qiwen. “Experimental testing and constitutive modeling of concrete confined with shape memory alloys.” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 23, 2020. http://hdl.handle.net/2142/87996.

MLA Handbook (7th Edition):

Chen, Qiwen. “Experimental testing and constitutive modeling of concrete confined with shape memory alloys.” 2015. Web. 23 Jan 2020.

Vancouver:

Chen Q. Experimental testing and constitutive modeling of concrete confined with shape memory alloys. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/2142/87996.

Council of Science Editors:

Chen Q. Experimental testing and constitutive modeling of concrete confined with shape memory alloys. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/87996

24. SAW AY LEE. Characterisation and Modelling of Cement-Treated Soil Column used as Earth Retaining Structure.

Degree: 2014, National University of Singapore

Subjects/Keywords: cement-treated soil; tensile fracture energy; concrete damage plasticity; real allocation simulation; weighted average simulation; 3-D model

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APA (6th Edition):

LEE, S. A. (2014). Characterisation and Modelling of Cement-Treated Soil Column used as Earth Retaining Structure. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/119633

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):

LEE, SAW AY. “Characterisation and Modelling of Cement-Treated Soil Column used as Earth Retaining Structure.” 2014. Thesis, National University of Singapore. Accessed January 23, 2020. http://scholarbank.nus.edu.sg/handle/10635/119633.

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

MLA Handbook (7th Edition):

LEE, SAW AY. “Characterisation and Modelling of Cement-Treated Soil Column used as Earth Retaining Structure.” 2014. Web. 23 Jan 2020.

Vancouver:

LEE SA. Characterisation and Modelling of Cement-Treated Soil Column used as Earth Retaining Structure. [Internet] [Thesis]. National University of Singapore; 2014. [cited 2020 Jan 23]. Available from: http://scholarbank.nus.edu.sg/handle/10635/119633.

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

Council of Science Editors:

LEE SA. Characterisation and Modelling of Cement-Treated Soil Column used as Earth Retaining Structure. [Thesis]. National University of Singapore; 2014. Available from: http://scholarbank.nus.edu.sg/handle/10635/119633

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

25. Sirijaroonchai, Kittinun. A Macro-scale Plasticity Model for High Performance Fiber Reinforced Cement Composites.

Degree: PhD, Civil Engineering, 2009, University of Michigan

 A macro-scale plasticity model for High Performance Fiber Reinforced Cement Composites (HPFRCC) is developed. The proposed model is a phenomenological, multi-axial, constitutive model capable of… (more)

Subjects/Keywords: Macro-scale Plasticity Model for High Performance Fiber Reinforced Concrete; Civil and Environmental Engineering; Engineering

…36 Figure 2.8 K&C Concrete model available in LS-DYNA (Crawford & Malvar, 2006)… …192 xiii ABSTRACT ABSTRACT A macro-scale plasticity model for High Performance Fiber… …tension, which makes HPFRCC amenable to general plasticity theory. The proposed plasticity model… …is constructed by modifying an existing model of concrete in compression and extending it… …evolution of the plasticity surfaces. To ensure the validity of the proposed model, computational… 

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APA (6th Edition):

Sirijaroonchai, K. (2009). A Macro-scale Plasticity Model for High Performance Fiber Reinforced Cement Composites. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/62219

Chicago Manual of Style (16th Edition):

Sirijaroonchai, Kittinun. “A Macro-scale Plasticity Model for High Performance Fiber Reinforced Cement Composites.” 2009. Doctoral Dissertation, University of Michigan. Accessed January 23, 2020. http://hdl.handle.net/2027.42/62219.

MLA Handbook (7th Edition):

Sirijaroonchai, Kittinun. “A Macro-scale Plasticity Model for High Performance Fiber Reinforced Cement Composites.” 2009. Web. 23 Jan 2020.

Vancouver:

Sirijaroonchai K. A Macro-scale Plasticity Model for High Performance Fiber Reinforced Cement Composites. [Internet] [Doctoral dissertation]. University of Michigan; 2009. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/2027.42/62219.

Council of Science Editors:

Sirijaroonchai K. A Macro-scale Plasticity Model for High Performance Fiber Reinforced Cement Composites. [Doctoral Dissertation]. University of Michigan; 2009. Available from: http://hdl.handle.net/2027.42/62219


Indian Institute of Science

26. Reddy, D Harinadha. Time Dependent Deformations in Normal And Heavy Density Concrete.

Degree: 2009, Indian Institute of Science

 Time dependent deformations in concrete, both creep and shrinkage, play a critical role in prestressed concrete structures, such as bridge girders, nuclear containment vessels, etc.… (more)

Subjects/Keywords: Concrete - Deformations; Concrete - Creep and Shrinkage; Concrete Creep and Shrinkage - Statistical Model; Concrete - Time Dependent Deformations; Heavy Density Concrete; Structural Engineering

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APA (6th Edition):

Reddy, D. H. (2009). Time Dependent Deformations in Normal And Heavy Density Concrete. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/961

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):

Reddy, D Harinadha. “Time Dependent Deformations in Normal And Heavy Density Concrete.” 2009. Thesis, Indian Institute of Science. Accessed January 23, 2020. http://hdl.handle.net/2005/961.

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

MLA Handbook (7th Edition):

Reddy, D Harinadha. “Time Dependent Deformations in Normal And Heavy Density Concrete.” 2009. Web. 23 Jan 2020.

Vancouver:

Reddy DH. Time Dependent Deformations in Normal And Heavy Density Concrete. [Internet] [Thesis]. Indian Institute of Science; 2009. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/2005/961.

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

Council of Science Editors:

Reddy DH. Time Dependent Deformations in Normal And Heavy Density Concrete. [Thesis]. Indian Institute of Science; 2009. Available from: http://hdl.handle.net/2005/961

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

27. Angeling, Jenny Bülow. Weight reduction of concrete poles for the Swedish power line grid : Using a Finite Element Model to optimize geometry in relation to load requirements.

Degree: Building Technology, 2017, Linnaeus University

  Because of an eventual ban of creosote-impregnated products, alternative materials for poles used in the electrical grid are needed. Concrete is one alternative and… (more)

Subjects/Keywords: Keywords: FE-model; Finite Element model; Concrete damage plasticity; Fracture mechanics; Fracture energy; Pole; Engineering and Technology; Teknik och teknologier

…Standard there is a concrete damage-plasticity model including compression failure in the… …model) that captures the behavior of the concrete pole that was drawn to failure in the… …concrete was modelled according to a modified Hognestad model, described in a report by Kwak and… …Filippou [24]. This model captures the uniaxial strain-stress behavior of concrete… …of concrete. Markeset and Hillerborg [27] presenting a mechanical model for… 

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

APA (6th Edition):

Angeling, J. B. (2017). Weight reduction of concrete poles for the Swedish power line grid : Using a Finite Element Model to optimize geometry in relation to load requirements. (Thesis). Linnaeus University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-66823

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):

Angeling, Jenny Bülow. “Weight reduction of concrete poles for the Swedish power line grid : Using a Finite Element Model to optimize geometry in relation to load requirements.” 2017. Thesis, Linnaeus University. Accessed January 23, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-66823.

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

MLA Handbook (7th Edition):

Angeling, Jenny Bülow. “Weight reduction of concrete poles for the Swedish power line grid : Using a Finite Element Model to optimize geometry in relation to load requirements.” 2017. Web. 23 Jan 2020.

Vancouver:

Angeling JB. Weight reduction of concrete poles for the Swedish power line grid : Using a Finite Element Model to optimize geometry in relation to load requirements. [Internet] [Thesis]. Linnaeus University; 2017. [cited 2020 Jan 23]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-66823.

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

Council of Science Editors:

Angeling JB. Weight reduction of concrete poles for the Swedish power line grid : Using a Finite Element Model to optimize geometry in relation to load requirements. [Thesis]. Linnaeus University; 2017. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-66823

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

28. Brisotto, Daiane de Sena. Um modelo elasto-plástico para a análise da aderência em peças de concreto armado.

Degree: 2011, Universidade do Rio Grande do Sul

A transferência de tensões por aderência entre o concreto e as barras de aço da armadura, em peças de concreto armado, é um fenômeno complexo… (more)

Subjects/Keywords: Estruturas de concreto armado; Reinforced concrete; Elementos finitos; Bond; Finite element method; Plasticidade; Plasticity

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

APA (6th Edition):

Brisotto, D. d. S. (2011). Um modelo elasto-plástico para a análise da aderência em peças de concreto armado. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/60649

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):

Brisotto, Daiane de Sena. “Um modelo elasto-plástico para a análise da aderência em peças de concreto armado.” 2011. Thesis, Universidade do Rio Grande do Sul. Accessed January 23, 2020. http://hdl.handle.net/10183/60649.

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

MLA Handbook (7th Edition):

Brisotto, Daiane de Sena. “Um modelo elasto-plástico para a análise da aderência em peças de concreto armado.” 2011. Web. 23 Jan 2020.

Vancouver:

Brisotto DdS. Um modelo elasto-plástico para a análise da aderência em peças de concreto armado. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2011. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/10183/60649.

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

Council of Science Editors:

Brisotto DdS. Um modelo elasto-plástico para a análise da aderência em peças de concreto armado. [Thesis]. Universidade do Rio Grande do Sul; 2011. Available from: http://hdl.handle.net/10183/60649

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


Indian Institute of Science

29. Mungule, Mahesh Parshuram. A 3D Lattice Model For Fracture Of Concrete : A Multiscale Approach.

Degree: 2011, Indian Institute of Science

 It is quite well known that fracture behavior of concrete is complex and is influenced by several factors. Apart from material properties, geometric parameters influence… (more)

Subjects/Keywords: Concrete - Fracture Mechanics; Concrete - Size Effect; Concrete - Heterogeneity; Concrete - Hydration Modelling; Concrete - Diffusivity; Concrete - Fracture Behaviour; Concrete - Lattice Modelling; Hydration Model; Applied Mechanics

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

APA (6th Edition):

Mungule, M. P. (2011). A 3D Lattice Model For Fracture Of Concrete : A Multiscale Approach. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/2236

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):

Mungule, Mahesh Parshuram. “A 3D Lattice Model For Fracture Of Concrete : A Multiscale Approach.” 2011. Thesis, Indian Institute of Science. Accessed January 23, 2020. http://hdl.handle.net/2005/2236.

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

MLA Handbook (7th Edition):

Mungule, Mahesh Parshuram. “A 3D Lattice Model For Fracture Of Concrete : A Multiscale Approach.” 2011. Web. 23 Jan 2020.

Vancouver:

Mungule MP. A 3D Lattice Model For Fracture Of Concrete : A Multiscale Approach. [Internet] [Thesis]. Indian Institute of Science; 2011. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/2005/2236.

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

Council of Science Editors:

Mungule MP. A 3D Lattice Model For Fracture Of Concrete : A Multiscale Approach. [Thesis]. Indian Institute of Science; 2011. Available from: http://hdl.handle.net/2005/2236

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


Indian Institute of Science

30. Mungule, Mahesh Parshuram. A 3D Lattice Model For Fracture Of Concrete : A Multiscale Approach.

Degree: 2011, Indian Institute of Science

 It is quite well known that fracture behavior of concrete is complex and is influenced by several factors. Apart from material properties, geometric parameters influence… (more)

Subjects/Keywords: Concrete - Fracture Mechanics; Concrete - Size Effect; Concrete - Heterogeneity; Concrete - Hydration Modelling; Concrete - Diffusivity; Concrete - Fracture Behaviour; Concrete - Lattice Modelling; Hydration Model; Applied Mechanics

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mungule, M. P. (2011). A 3D Lattice Model For Fracture Of Concrete : A Multiscale Approach. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/handle/2005/2236 ; http://etd.ncsi.iisc.ernet.in/abstracts/2850/G25136-Abs.pdf

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):

Mungule, Mahesh Parshuram. “A 3D Lattice Model For Fracture Of Concrete : A Multiscale Approach.” 2011. Thesis, Indian Institute of Science. Accessed January 23, 2020. http://etd.iisc.ernet.in/handle/2005/2236 ; http://etd.ncsi.iisc.ernet.in/abstracts/2850/G25136-Abs.pdf.

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

MLA Handbook (7th Edition):

Mungule, Mahesh Parshuram. “A 3D Lattice Model For Fracture Of Concrete : A Multiscale Approach.” 2011. Web. 23 Jan 2020.

Vancouver:

Mungule MP. A 3D Lattice Model For Fracture Of Concrete : A Multiscale Approach. [Internet] [Thesis]. Indian Institute of Science; 2011. [cited 2020 Jan 23]. Available from: http://etd.iisc.ernet.in/handle/2005/2236 ; http://etd.ncsi.iisc.ernet.in/abstracts/2850/G25136-Abs.pdf.

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

Council of Science Editors:

Mungule MP. A 3D Lattice Model For Fracture Of Concrete : A Multiscale Approach. [Thesis]. Indian Institute of Science; 2011. Available from: http://etd.iisc.ernet.in/handle/2005/2236 ; http://etd.ncsi.iisc.ernet.in/abstracts/2850/G25136-Abs.pdf

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

[1] [2] [3] [4] [5] … [1801]

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