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You searched for subject:(Concrete Damage). Showing records 1 – 30 of 162 total matches.

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University of New Mexico

1. Hossain, Mohammad. Modeling Moisture-Induced Damage in Asphalt Concrete.

Degree: Civil Engineering, 2014, University of New Mexico

 Moisture damage in Asphalt Concrete (AC) is not new but an unsolved problem. For decades laboratory studies have been conducted on both loose and compacted… (more)

Subjects/Keywords: Modeling; Moisture; Damage; Asphalt Concrete

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APA (6th Edition):

Hossain, M. (2014). Modeling Moisture-Induced Damage in Asphalt Concrete. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/23551

Chicago Manual of Style (16th Edition):

Hossain, Mohammad. “Modeling Moisture-Induced Damage in Asphalt Concrete.” 2014. Doctoral Dissertation, University of New Mexico. Accessed April 08, 2020. http://hdl.handle.net/1928/23551.

MLA Handbook (7th Edition):

Hossain, Mohammad. “Modeling Moisture-Induced Damage in Asphalt Concrete.” 2014. Web. 08 Apr 2020.

Vancouver:

Hossain M. Modeling Moisture-Induced Damage in Asphalt Concrete. [Internet] [Doctoral dissertation]. University of New Mexico; 2014. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1928/23551.

Council of Science Editors:

Hossain M. Modeling Moisture-Induced Damage in Asphalt Concrete. [Doctoral Dissertation]. University of New Mexico; 2014. Available from: http://hdl.handle.net/1928/23551


University of Minnesota

2. Freeseman, Katelyn. Nondestructive Evaluation Advancements for Damage Detection in Concrete.

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

 While concrete is the most widely used civil engineering material, damage detection and progression in concrete structures have still proven to be difficult to address,… (more)

Subjects/Keywords: Concrete; Damage; Nondestructive Testing; Ultrasonic

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APA (6th Edition):

Freeseman, K. (2016). Nondestructive Evaluation Advancements for Damage Detection in Concrete. (Doctoral Dissertation). University of Minnesota. Retrieved from http://hdl.handle.net/11299/182269

Chicago Manual of Style (16th Edition):

Freeseman, Katelyn. “Nondestructive Evaluation Advancements for Damage Detection in Concrete.” 2016. Doctoral Dissertation, University of Minnesota. Accessed April 08, 2020. http://hdl.handle.net/11299/182269.

MLA Handbook (7th Edition):

Freeseman, Katelyn. “Nondestructive Evaluation Advancements for Damage Detection in Concrete.” 2016. Web. 08 Apr 2020.

Vancouver:

Freeseman K. Nondestructive Evaluation Advancements for Damage Detection in Concrete. [Internet] [Doctoral dissertation]. University of Minnesota; 2016. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/11299/182269.

Council of Science Editors:

Freeseman K. Nondestructive Evaluation Advancements for Damage Detection in Concrete. [Doctoral Dissertation]. University of Minnesota; 2016. Available from: http://hdl.handle.net/11299/182269


University of Adelaide

3. 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 April 08, 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. 08 Apr 2020.

Vancouver:

Arjomand E. Cement Sheath Integrity Assessment Subject to Pressure and Temperature Variations. [Internet] [Thesis]. University of Adelaide; 2018. [cited 2020 Apr 08]. 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

4. Reberg, Andrew Steven. An Anisotropic Damage Mechanics Model for Concrete with Applications for Fatigue Loading and Freeze-Thaw Effects.

Degree: MS, Civil and Environmental Engineering, 2013, North Dakota State University

 It is well known that the formation and propagation of microcracks within concrete is anisotropic in nature, and has a degrading effect on its mechanical… (more)

Subjects/Keywords: Anisotropy; Continuum damage mechanics; Concrete  – Fatigue

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APA (6th Edition):

Reberg, A. S. (2013). An Anisotropic Damage Mechanics Model for Concrete with Applications for Fatigue Loading and Freeze-Thaw Effects. (Masters Thesis). North Dakota State University. Retrieved from http://hdl.handle.net/10365/26994

Chicago Manual of Style (16th Edition):

Reberg, Andrew Steven. “An Anisotropic Damage Mechanics Model for Concrete with Applications for Fatigue Loading and Freeze-Thaw Effects.” 2013. Masters Thesis, North Dakota State University. Accessed April 08, 2020. http://hdl.handle.net/10365/26994.

MLA Handbook (7th Edition):

Reberg, Andrew Steven. “An Anisotropic Damage Mechanics Model for Concrete with Applications for Fatigue Loading and Freeze-Thaw Effects.” 2013. Web. 08 Apr 2020.

Vancouver:

Reberg AS. An Anisotropic Damage Mechanics Model for Concrete with Applications for Fatigue Loading and Freeze-Thaw Effects. [Internet] [Masters thesis]. North Dakota State University; 2013. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/10365/26994.

Council of Science Editors:

Reberg AS. An Anisotropic Damage Mechanics Model for Concrete with Applications for Fatigue Loading and Freeze-Thaw Effects. [Masters Thesis]. North Dakota State University; 2013. Available from: http://hdl.handle.net/10365/26994


Delft University of Technology

5. Maravalalu Suresh, R.S. Nonlocal Damage Models for Concrete:.

Degree: 2013, Delft University of Technology

 An understanding of response of concrete structures to impact loading is of interest to the Explosions, Ballistics and Protection department of TNO. Numerical simulations conducted… (more)

Subjects/Keywords: damage mechanics; nonlocal; concrete; mesh sensitivity

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APA (6th Edition):

Maravalalu Suresh, R. S. (2013). Nonlocal Damage Models for Concrete:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:39a672a4-a554-4a1e-97da-7bc613b40cf1

Chicago Manual of Style (16th Edition):

Maravalalu Suresh, R S. “Nonlocal Damage Models for Concrete:.” 2013. Masters Thesis, Delft University of Technology. Accessed April 08, 2020. http://resolver.tudelft.nl/uuid:39a672a4-a554-4a1e-97da-7bc613b40cf1.

MLA Handbook (7th Edition):

Maravalalu Suresh, R S. “Nonlocal Damage Models for Concrete:.” 2013. Web. 08 Apr 2020.

Vancouver:

Maravalalu Suresh RS. Nonlocal Damage Models for Concrete:. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2020 Apr 08]. Available from: http://resolver.tudelft.nl/uuid:39a672a4-a554-4a1e-97da-7bc613b40cf1.

Council of Science Editors:

Maravalalu Suresh RS. Nonlocal Damage Models for Concrete:. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:39a672a4-a554-4a1e-97da-7bc613b40cf1


University of Minnesota

6. Nojavan, Alireza. Performance of Full-Scale Reinforced Concrete Columns Subjected to Extreme Earthquake Loading.

Degree: PhD, Civil Engineering, 2015, University of Minnesota

 Seven full-scale reinforced concrete (RC) columns were tested at the Multi-Axial Subassemblage Testing (MAST) Laboratory of the University of Minnesota to investigate their performance under… (more)

Subjects/Keywords: Buckling; Column; Damage; Earthquake; Reinforced Concrete

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APA (6th Edition):

Nojavan, A. (2015). Performance of Full-Scale Reinforced Concrete Columns Subjected to Extreme Earthquake Loading. (Doctoral Dissertation). University of Minnesota. Retrieved from http://hdl.handle.net/11299/177118

Chicago Manual of Style (16th Edition):

Nojavan, Alireza. “Performance of Full-Scale Reinforced Concrete Columns Subjected to Extreme Earthquake Loading.” 2015. Doctoral Dissertation, University of Minnesota. Accessed April 08, 2020. http://hdl.handle.net/11299/177118.

MLA Handbook (7th Edition):

Nojavan, Alireza. “Performance of Full-Scale Reinforced Concrete Columns Subjected to Extreme Earthquake Loading.” 2015. Web. 08 Apr 2020.

Vancouver:

Nojavan A. Performance of Full-Scale Reinforced Concrete Columns Subjected to Extreme Earthquake Loading. [Internet] [Doctoral dissertation]. University of Minnesota; 2015. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/11299/177118.

Council of Science Editors:

Nojavan A. Performance of Full-Scale Reinforced Concrete Columns Subjected to Extreme Earthquake Loading. [Doctoral Dissertation]. University of Minnesota; 2015. Available from: http://hdl.handle.net/11299/177118


Texas A&M University

7. Rahmani, Eisa. Continuum-Based Constitutive Modeling of Coupled Oxidative Aging-Mechanical Response of Asphalt Concrete.

Degree: 2015, Texas A&M University

 Oxidative aging is known to be one of the main contributors to reducing the service life of asphalt pavements. Asphalt concrete becomes stiffer and more… (more)

Subjects/Keywords: Oxidative aging; Asphalt concrete; Continuum Damage Mechanics; Constitutive modeling; Viscoelasticity; Viscoplasticity; Viscodamage; Fatigue damage

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APA (6th Edition):

Rahmani, E. (2015). Continuum-Based Constitutive Modeling of Coupled Oxidative Aging-Mechanical Response of Asphalt Concrete. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/155201

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):

Rahmani, Eisa. “Continuum-Based Constitutive Modeling of Coupled Oxidative Aging-Mechanical Response of Asphalt Concrete.” 2015. Thesis, Texas A&M University. Accessed April 08, 2020. http://hdl.handle.net/1969.1/155201.

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

MLA Handbook (7th Edition):

Rahmani, Eisa. “Continuum-Based Constitutive Modeling of Coupled Oxidative Aging-Mechanical Response of Asphalt Concrete.” 2015. Web. 08 Apr 2020.

Vancouver:

Rahmani E. Continuum-Based Constitutive Modeling of Coupled Oxidative Aging-Mechanical Response of Asphalt Concrete. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1969.1/155201.

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

Council of Science Editors:

Rahmani E. Continuum-Based Constitutive Modeling of Coupled Oxidative Aging-Mechanical Response of Asphalt Concrete. [Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/155201

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


Indian Institute of Science

8. Krishnan, N Gopala. Identification Tools For Smeared Damage With Application To Reinforced Concrete Structural Elements.

Degree: 2009, Indian Institute of Science

 Countries world-over have thousands of critical structures and bridges which have been built decades back when strength-based designs were the order of the day. Over… (more)

Subjects/Keywords: Reinforced Concrete Structures; Damage Analysis (Civil Engineering); Concrete Beams - Damage Identification; Reinforced Concrete Beams; Structural Health Monitoring; Concrete Structures - Damage; Wavelet Analysis; Damage Indicators; Seismic Damage; Radial Basis Function Network (RBFN); Structural Engineering

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APA (6th Edition):

Krishnan, N. G. (2009). Identification Tools For Smeared Damage With Application To Reinforced Concrete Structural Elements. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/988

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):

Krishnan, N Gopala. “Identification Tools For Smeared Damage With Application To Reinforced Concrete Structural Elements.” 2009. Thesis, Indian Institute of Science. Accessed April 08, 2020. http://hdl.handle.net/2005/988.

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

MLA Handbook (7th Edition):

Krishnan, N Gopala. “Identification Tools For Smeared Damage With Application To Reinforced Concrete Structural Elements.” 2009. Web. 08 Apr 2020.

Vancouver:

Krishnan NG. Identification Tools For Smeared Damage With Application To Reinforced Concrete Structural Elements. [Internet] [Thesis]. Indian Institute of Science; 2009. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/2005/988.

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

Council of Science Editors:

Krishnan NG. Identification Tools For Smeared Damage With Application To Reinforced Concrete Structural Elements. [Thesis]. Indian Institute of Science; 2009. Available from: http://hdl.handle.net/2005/988

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


Indian Institute of Science

9. Khatoon, Pervaiz Fathima M. Studies on the Modeling of Fatigue Crack Growth and Damage in Concrete : A Thermodynamic Approach.

Degree: 2014, Indian Institute of Science

 Fatigue in concrete is a complex phenomenon involving formation of microcracks, their coalescence into major crack and simultaneous formation of the fracture process zone ahead… (more)

Subjects/Keywords: Fracture Mechanics; Damage Mechanics; Concrete - Fatigue; Concrete Damage; Fatigue Crack Growth Model; Fatigue Damage Evolution Law; Concrete - Cracking; Damage in Concrete; Microcracking; Macrocracking; Fatigue Crack Growth; Concrete Fatigue; Fatigue Crack Propagation; Civil Engineering

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APA (6th Edition):

Khatoon, P. F. M. (2014). Studies on the Modeling of Fatigue Crack Growth and Damage in Concrete : A Thermodynamic Approach. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/3010

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):

Khatoon, Pervaiz Fathima M. “Studies on the Modeling of Fatigue Crack Growth and Damage in Concrete : A Thermodynamic Approach.” 2014. Thesis, Indian Institute of Science. Accessed April 08, 2020. http://hdl.handle.net/2005/3010.

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

MLA Handbook (7th Edition):

Khatoon, Pervaiz Fathima M. “Studies on the Modeling of Fatigue Crack Growth and Damage in Concrete : A Thermodynamic Approach.” 2014. Web. 08 Apr 2020.

Vancouver:

Khatoon PFM. Studies on the Modeling of Fatigue Crack Growth and Damage in Concrete : A Thermodynamic Approach. [Internet] [Thesis]. Indian Institute of Science; 2014. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/2005/3010.

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

Council of Science Editors:

Khatoon PFM. Studies on the Modeling of Fatigue Crack Growth and Damage in Concrete : A Thermodynamic Approach. [Thesis]. Indian Institute of Science; 2014. Available from: http://hdl.handle.net/2005/3010

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


University of Washington

10. Thonstad, Travis Edward. A Pre-Tensioned, Rocking Bridge System for Accelerated Construction and Enhanced Seismic Performance.

Degree: PhD, 2017, University of Washington

 A new bridge bent system has been developed to reduce on-site construction time, minimize residual displacements even after a large earthquake, and reduce seismic damage(more)

Subjects/Keywords: Bridges; Low damage; Precast concrete; Pretensioned concrete; Rapid construction; Seismic; Civil engineering; civil engineering

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APA (6th Edition):

Thonstad, T. E. (2017). A Pre-Tensioned, Rocking Bridge System for Accelerated Construction and Enhanced Seismic Performance. (Doctoral Dissertation). University of Washington. Retrieved from http://hdl.handle.net/1773/38096

Chicago Manual of Style (16th Edition):

Thonstad, Travis Edward. “A Pre-Tensioned, Rocking Bridge System for Accelerated Construction and Enhanced Seismic Performance.” 2017. Doctoral Dissertation, University of Washington. Accessed April 08, 2020. http://hdl.handle.net/1773/38096.

MLA Handbook (7th Edition):

Thonstad, Travis Edward. “A Pre-Tensioned, Rocking Bridge System for Accelerated Construction and Enhanced Seismic Performance.” 2017. Web. 08 Apr 2020.

Vancouver:

Thonstad TE. A Pre-Tensioned, Rocking Bridge System for Accelerated Construction and Enhanced Seismic Performance. [Internet] [Doctoral dissertation]. University of Washington; 2017. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1773/38096.

Council of Science Editors:

Thonstad TE. A Pre-Tensioned, Rocking Bridge System for Accelerated Construction and Enhanced Seismic Performance. [Doctoral Dissertation]. University of Washington; 2017. Available from: http://hdl.handle.net/1773/38096


Texas A&M University

11. Kim, Sun-Myung. Continuum-based Multiscale Computational Damage Modeling of Cementitous Composites.

Degree: 2011, Texas A&M University

 Based on continuum damage mechanics (CDM), an isotropic and anisotropic damage model coupled with a novel plasticity model for plain concrete is proposed in this… (more)

Subjects/Keywords: Damage Mechanics; Concrete Fracture; Meso-scale Analysis; Carbon Nanotube

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APA (6th Edition):

Kim, S. (2011). Continuum-based Multiscale Computational Damage Modeling of Cementitous Composites. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-8022

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):

Kim, Sun-Myung. “Continuum-based Multiscale Computational Damage Modeling of Cementitous Composites.” 2011. Thesis, Texas A&M University. Accessed April 08, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-8022.

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

MLA Handbook (7th Edition):

Kim, Sun-Myung. “Continuum-based Multiscale Computational Damage Modeling of Cementitous Composites.” 2011. Web. 08 Apr 2020.

Vancouver:

Kim S. Continuum-based Multiscale Computational Damage Modeling of Cementitous Composites. [Internet] [Thesis]. Texas A&M University; 2011. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-8022.

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

Council of Science Editors:

Kim S. Continuum-based Multiscale Computational Damage Modeling of Cementitous Composites. [Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-8022

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


Texas A&M University

12. 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 April 08, 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. 08 Apr 2020.

Vancouver:

Shastri AS. Computational Modeling of Conventionally Reinforced Concrete Coupling Beams. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2020 Apr 08]. 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


Texas A&M University

13. You, Taesun. Two- and Three-Dimensional Microstructural Modeling of Asphalt Particulate Composite Materials using a Unified Viscoelastic-Viscoplastic-Viscodamage Constitutive Model.

Degree: 2013, Texas A&M University

 The main objective of this study is to develop and validate a framework for microstructural modeling of asphalt composite materials using a coupled thermo-viscoelastic, thermo-viscoplastic,… (more)

Subjects/Keywords: Microstructural modeling; Damage mechanics; Finite Element Analysis; Asphalt concrete

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APA (6th Edition):

You, T. (2013). Two- and Three-Dimensional Microstructural Modeling of Asphalt Particulate Composite Materials using a Unified Viscoelastic-Viscoplastic-Viscodamage Constitutive Model. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151325

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):

You, Taesun. “Two- and Three-Dimensional Microstructural Modeling of Asphalt Particulate Composite Materials using a Unified Viscoelastic-Viscoplastic-Viscodamage Constitutive Model.” 2013. Thesis, Texas A&M University. Accessed April 08, 2020. http://hdl.handle.net/1969.1/151325.

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

MLA Handbook (7th Edition):

You, Taesun. “Two- and Three-Dimensional Microstructural Modeling of Asphalt Particulate Composite Materials using a Unified Viscoelastic-Viscoplastic-Viscodamage Constitutive Model.” 2013. Web. 08 Apr 2020.

Vancouver:

You T. Two- and Three-Dimensional Microstructural Modeling of Asphalt Particulate Composite Materials using a Unified Viscoelastic-Viscoplastic-Viscodamage Constitutive Model. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1969.1/151325.

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

Council of Science Editors:

You T. Two- and Three-Dimensional Microstructural Modeling of Asphalt Particulate Composite Materials using a Unified Viscoelastic-Viscoplastic-Viscodamage Constitutive Model. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151325

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


Texas A&M University

14. Shakiba, Maryam. A Continuum Coupled Moisture-mechanical Constitutive Model for Asphalt Concrete.

Degree: 2013, Texas A&M University

 The presence and flow of moisture degrade engineering properties of asphalt concrete as part of thermodynamic, chemical, physical, and mechanical processes. This detrimental effect is… (more)

Subjects/Keywords: Moisture Damage; Asphalt Concrete Pavements; Continuum Moisture-Mechanical Coupling

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APA (6th Edition):

Shakiba, M. (2013). A Continuum Coupled Moisture-mechanical Constitutive Model for Asphalt Concrete. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151963

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):

Shakiba, Maryam. “A Continuum Coupled Moisture-mechanical Constitutive Model for Asphalt Concrete.” 2013. Thesis, Texas A&M University. Accessed April 08, 2020. http://hdl.handle.net/1969.1/151963.

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

MLA Handbook (7th Edition):

Shakiba, Maryam. “A Continuum Coupled Moisture-mechanical Constitutive Model for Asphalt Concrete.” 2013. Web. 08 Apr 2020.

Vancouver:

Shakiba M. A Continuum Coupled Moisture-mechanical Constitutive Model for Asphalt Concrete. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1969.1/151963.

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

Council of Science Editors:

Shakiba M. A Continuum Coupled Moisture-mechanical Constitutive Model for Asphalt Concrete. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151963

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


University of South Carolina

15. Abduljabbar, Rawya Abdulsattar. Nondestructive Evaluation Of Corrosion Damage In Reinforced Concrete Aged Slab Specimen.

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

  The deterioration of concrete bridge decks presents a maintenance challenge for most transportation agencies and bridge owners. This problem increases during the freeze-thaw cycle.… (more)

Subjects/Keywords: Civil Engineering; Engineering; Nondestructive; Evaluation; Corrosion Damage; Reinforced; Concrete; Slab Specimen

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

APA (6th Edition):

Abduljabbar, R. A. (2018). Nondestructive Evaluation Of Corrosion Damage In Reinforced Concrete Aged Slab Specimen. (Masters Thesis). University of South Carolina. Retrieved from https://scholarcommons.sc.edu/etd/4565

Chicago Manual of Style (16th Edition):

Abduljabbar, Rawya Abdulsattar. “Nondestructive Evaluation Of Corrosion Damage In Reinforced Concrete Aged Slab Specimen.” 2018. Masters Thesis, University of South Carolina. Accessed April 08, 2020. https://scholarcommons.sc.edu/etd/4565.

MLA Handbook (7th Edition):

Abduljabbar, Rawya Abdulsattar. “Nondestructive Evaluation Of Corrosion Damage In Reinforced Concrete Aged Slab Specimen.” 2018. Web. 08 Apr 2020.

Vancouver:

Abduljabbar RA. Nondestructive Evaluation Of Corrosion Damage In Reinforced Concrete Aged Slab Specimen. [Internet] [Masters thesis]. University of South Carolina; 2018. [cited 2020 Apr 08]. Available from: https://scholarcommons.sc.edu/etd/4565.

Council of Science Editors:

Abduljabbar RA. Nondestructive Evaluation Of Corrosion Damage In Reinforced Concrete Aged Slab Specimen. [Masters Thesis]. University of South Carolina; 2018. Available from: https://scholarcommons.sc.edu/etd/4565


University of Newcastle

16. Shi, Yufeng. Spatial reliability analysis of reinforced concrete structures subject to explosive blast loading.

Degree: PhD, 2014, University of Newcastle

Research Doctorate - Doctor of Philosophy (PhD)

Accidental or malevolent explosions can cause serious damage to civilian and military infrastructure. The aim of this thesis… (more)

Subjects/Keywords: reinforced concrete structures; infrastructure; explosive blasts; damage analysis; explosions

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

APA (6th Edition):

Shi, Y. (2014). Spatial reliability analysis of reinforced concrete structures subject to explosive blast loading. (Doctoral Dissertation). University of Newcastle. Retrieved from http://hdl.handle.net/1959.13/1055375

Chicago Manual of Style (16th Edition):

Shi, Yufeng. “Spatial reliability analysis of reinforced concrete structures subject to explosive blast loading.” 2014. Doctoral Dissertation, University of Newcastle. Accessed April 08, 2020. http://hdl.handle.net/1959.13/1055375.

MLA Handbook (7th Edition):

Shi, Yufeng. “Spatial reliability analysis of reinforced concrete structures subject to explosive blast loading.” 2014. Web. 08 Apr 2020.

Vancouver:

Shi Y. Spatial reliability analysis of reinforced concrete structures subject to explosive blast loading. [Internet] [Doctoral dissertation]. University of Newcastle; 2014. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1959.13/1055375.

Council of Science Editors:

Shi Y. Spatial reliability analysis of reinforced concrete structures subject to explosive blast loading. [Doctoral Dissertation]. University of Newcastle; 2014. Available from: http://hdl.handle.net/1959.13/1055375


University of Manchester

17. Beshir, Moustafa Abdelghaffar Elgharib zayed. ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE.

Degree: 2016, University of Manchester

 This thesis presents the results of a research study to investigate the behaviour of axially restrained composite beams at ambient and elevated temperatures, and how… (more)

Subjects/Keywords: Robustness; Composite steel concrete structure; catenary action; Fire; Partial damage

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APA (6th Edition):

Beshir, M. A. E. (2016). ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE. (Doctoral Dissertation). University of Manchester. Retrieved from http://www.manchester.ac.uk/escholar/uk-ac-man-scw:298477

Chicago Manual of Style (16th Edition):

Beshir, Moustafa Abdelghaffar Elgharib. “ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE.” 2016. Doctoral Dissertation, University of Manchester. Accessed April 08, 2020. http://www.manchester.ac.uk/escholar/uk-ac-man-scw:298477.

MLA Handbook (7th Edition):

Beshir, Moustafa Abdelghaffar Elgharib. “ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE.” 2016. Web. 08 Apr 2020.

Vancouver:

Beshir MAE. ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE. [Internet] [Doctoral dissertation]. University of Manchester; 2016. [cited 2020 Apr 08]. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:298477.

Council of Science Editors:

Beshir MAE. ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE. [Doctoral Dissertation]. University of Manchester; 2016. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:298477


University of Illinois – Chicago

18. 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 April 08, 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. 08 Apr 2020.

Vancouver:

Bilal K. Analysis and Behavior of Composite Transmission Towers. [Internet] [Thesis]. University of Illinois – Chicago; 2018. [cited 2020 Apr 08]. 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

19. Misius, DARIUS. Mineralinių trąšų sandėlio gelžbetoninių konstrukcijų pažaidų ir būklės tyrimas.

Degree: Master, Civil Enginering, 2013, Klaipeda University

Mineralinių birių trąšų sandėliai projektuojami taip, kad atlaikytų mechaninius, fizikinius ir cheminius poveikius, veikiančius sandėliuojant skirtingų rūšių trąšas. Statybos ir eksploatacijos metu atsiranda įvairūs defektai… (more)

Subjects/Keywords: Gelžbetoninės konstrukcijos; Trąšos; Poveikis; Defektas; Reinforced concrete constructions; Fertilizers; Influence; Damage

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APA (6th Edition):

Misius, DARIUS. (2013). Mineralinių trąšų sandėlio gelžbetoninių konstrukcijų pažaidų ir būklės tyrimas. (Masters Thesis). Klaipeda University. Retrieved from http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20130219_131807-14431 ;

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

Chicago Manual of Style (16th Edition):

Misius, DARIUS. “Mineralinių trąšų sandėlio gelžbetoninių konstrukcijų pažaidų ir būklės tyrimas.” 2013. Masters Thesis, Klaipeda University. Accessed April 08, 2020. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20130219_131807-14431 ;.

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

MLA Handbook (7th Edition):

Misius, DARIUS. “Mineralinių trąšų sandėlio gelžbetoninių konstrukcijų pažaidų ir būklės tyrimas.” 2013. Web. 08 Apr 2020.

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

Vancouver:

Misius, DARIUS. Mineralinių trąšų sandėlio gelžbetoninių konstrukcijų pažaidų ir būklės tyrimas. [Internet] [Masters thesis]. Klaipeda University; 2013. [cited 2020 Apr 08]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20130219_131807-14431 ;.

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

Council of Science Editors:

Misius, DARIUS. Mineralinių trąšų sandėlio gelžbetoninių konstrukcijų pažaidų ir būklės tyrimas. [Masters Thesis]. Klaipeda University; 2013. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20130219_131807-14431 ;

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


University of Manchester

20. Beshir, Moustafa. Robustness of composite framed structures in fire.

Degree: PhD, 2016, University of Manchester

 This thesis presents the results of a research study to investigate the behaviour of axially restrained composite beams at ambient and elevated temperatures, and how… (more)

Subjects/Keywords: 624.1; Robustness; Composite steel concrete structure; catenary action; Fire; Partial damage

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

APA (6th Edition):

Beshir, M. (2016). Robustness of composite framed structures in fire. (Doctoral Dissertation). University of Manchester. Retrieved from https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-composite-framed-structures-in-fire(9c72a722-5b6a-477b-ac84-cd243ab73f34).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713557

Chicago Manual of Style (16th Edition):

Beshir, Moustafa. “Robustness of composite framed structures in fire.” 2016. Doctoral Dissertation, University of Manchester. Accessed April 08, 2020. https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-composite-framed-structures-in-fire(9c72a722-5b6a-477b-ac84-cd243ab73f34).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713557.

MLA Handbook (7th Edition):

Beshir, Moustafa. “Robustness of composite framed structures in fire.” 2016. Web. 08 Apr 2020.

Vancouver:

Beshir M. Robustness of composite framed structures in fire. [Internet] [Doctoral dissertation]. University of Manchester; 2016. [cited 2020 Apr 08]. Available from: https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-composite-framed-structures-in-fire(9c72a722-5b6a-477b-ac84-cd243ab73f34).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713557.

Council of Science Editors:

Beshir M. Robustness of composite framed structures in fire. [Doctoral Dissertation]. University of Manchester; 2016. Available from: https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-composite-framed-structures-in-fire(9c72a722-5b6a-477b-ac84-cd243ab73f34).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713557


Tampere University

21. Pakkala, Toni. Assessment of the Climate Change Effects on Finnish Concrete Facades and Balconies .

Degree: 2020, Tampere University

 Although Finnish building stock is young, a significant share of Finland’s national property consists of buildings. A major part of that stock is now aged… (more)

Subjects/Keywords: concrete; climate change; deterioration; freeze-thaw damage; outdoor climate; reinforcement corrosion

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

APA (6th Edition):

Pakkala, T. (2020). Assessment of the Climate Change Effects on Finnish Concrete Facades and Balconies . (Doctoral Dissertation). Tampere University. Retrieved from https://trepo.tuni.fi/handle/10024/118937

Chicago Manual of Style (16th Edition):

Pakkala, Toni. “Assessment of the Climate Change Effects on Finnish Concrete Facades and Balconies .” 2020. Doctoral Dissertation, Tampere University. Accessed April 08, 2020. https://trepo.tuni.fi/handle/10024/118937.

MLA Handbook (7th Edition):

Pakkala, Toni. “Assessment of the Climate Change Effects on Finnish Concrete Facades and Balconies .” 2020. Web. 08 Apr 2020.

Vancouver:

Pakkala T. Assessment of the Climate Change Effects on Finnish Concrete Facades and Balconies . [Internet] [Doctoral dissertation]. Tampere University; 2020. [cited 2020 Apr 08]. Available from: https://trepo.tuni.fi/handle/10024/118937.

Council of Science Editors:

Pakkala T. Assessment of the Climate Change Effects on Finnish Concrete Facades and Balconies . [Doctoral Dissertation]. Tampere University; 2020. Available from: https://trepo.tuni.fi/handle/10024/118937


University of Illinois – Urbana-Champaign

22. Ghauch, Ziad. Micromechanical finite element modeling of asphalt concrete materials considering moisture presence.

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

 Asphalt Concrete (AC) is a composite material consisting of natural or recycled aggregates blended with petroleum-based binder. The majority of pavements in the U.S. include… (more)

Subjects/Keywords: Micromechanical finite element modeling; asphalt concrete; moisture damage

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APA (6th Edition):

Ghauch, Z. (2014). Micromechanical finite element modeling of asphalt concrete materials considering moisture presence. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/50423

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):

Ghauch, Ziad. “Micromechanical finite element modeling of asphalt concrete materials considering moisture presence.” 2014. Thesis, University of Illinois – Urbana-Champaign. Accessed April 08, 2020. http://hdl.handle.net/2142/50423.

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

MLA Handbook (7th Edition):

Ghauch, Ziad. “Micromechanical finite element modeling of asphalt concrete materials considering moisture presence.” 2014. Web. 08 Apr 2020.

Vancouver:

Ghauch Z. Micromechanical finite element modeling of asphalt concrete materials considering moisture presence. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2014. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/2142/50423.

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

Council of Science Editors:

Ghauch Z. Micromechanical finite element modeling of asphalt concrete materials considering moisture presence. [Thesis]. University of Illinois – Urbana-Champaign; 2014. Available from: http://hdl.handle.net/2142/50423

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


University of New Mexico

23. Islam, Md. THERMAL FATIGUE DAMAGE OF ASPHALT PAVEMENT.

Degree: Civil Engineering, 2015, University of New Mexico

 Fatigue damage can be defined by a decrease in stiffness of Asphalt Concrete (AC) under repeated traffic loading. For each cycle of traffic loading, tensile… (more)

Subjects/Keywords: Asphalt Concrete; Fatigue Damage; Temperature; Traffic; Alligator Cracking

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APA (6th Edition):

Islam, M. (2015). THERMAL FATIGUE DAMAGE OF ASPHALT PAVEMENT. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/30391

Chicago Manual of Style (16th Edition):

Islam, Md. “THERMAL FATIGUE DAMAGE OF ASPHALT PAVEMENT.” 2015. Doctoral Dissertation, University of New Mexico. Accessed April 08, 2020. http://hdl.handle.net/1928/30391.

MLA Handbook (7th Edition):

Islam, Md. “THERMAL FATIGUE DAMAGE OF ASPHALT PAVEMENT.” 2015. Web. 08 Apr 2020.

Vancouver:

Islam M. THERMAL FATIGUE DAMAGE OF ASPHALT PAVEMENT. [Internet] [Doctoral dissertation]. University of New Mexico; 2015. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1928/30391.

Council of Science Editors:

Islam M. THERMAL FATIGUE DAMAGE OF ASPHALT PAVEMENT. [Doctoral Dissertation]. University of New Mexico; 2015. Available from: http://hdl.handle.net/1928/30391

24. LIU ZHUANGJIAN. DAMAGE MODELLING OF CONCRETE UNDER DYNAMIC LOADING.

Degree: 2001, National University of Singapore

Subjects/Keywords: Continuum Damage Mechanics; Concrete Damage; Dynamics; Impact; Rate Effects

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APA (6th Edition):

ZHUANGJIAN, L. (2001). DAMAGE MODELLING OF CONCRETE UNDER DYNAMIC LOADING. (Thesis). National University of Singapore. Retrieved from https://scholarbank.nus.edu.sg/handle/10635/158873

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):

ZHUANGJIAN, LIU. “DAMAGE MODELLING OF CONCRETE UNDER DYNAMIC LOADING.” 2001. Thesis, National University of Singapore. Accessed April 08, 2020. https://scholarbank.nus.edu.sg/handle/10635/158873.

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

MLA Handbook (7th Edition):

ZHUANGJIAN, LIU. “DAMAGE MODELLING OF CONCRETE UNDER DYNAMIC LOADING.” 2001. Web. 08 Apr 2020.

Vancouver:

ZHUANGJIAN L. DAMAGE MODELLING OF CONCRETE UNDER DYNAMIC LOADING. [Internet] [Thesis]. National University of Singapore; 2001. [cited 2020 Apr 08]. Available from: https://scholarbank.nus.edu.sg/handle/10635/158873.

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

Council of Science Editors:

ZHUANGJIAN L. DAMAGE MODELLING OF CONCRETE UNDER DYNAMIC LOADING. [Thesis]. National University of Singapore; 2001. Available from: https://scholarbank.nus.edu.sg/handle/10635/158873

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

25. LIU ZHUANGJIAN. DAMAGE MODELLING OF CONCRETE UNDER DYNAMIC LOADING.

Degree: 2001, National University of Singapore

Subjects/Keywords: Continuum Damage Mechanics; Concrete Damage; Dynamics; Impact; Rate Effects

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APA (6th Edition):

ZHUANGJIAN, L. (2001). DAMAGE MODELLING OF CONCRETE UNDER DYNAMIC LOADING. (Thesis). National University of Singapore. Retrieved from https://scholarbank.nus.edu.sg/handle/10635/160187

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):

ZHUANGJIAN, LIU. “DAMAGE MODELLING OF CONCRETE UNDER DYNAMIC LOADING.” 2001. Thesis, National University of Singapore. Accessed April 08, 2020. https://scholarbank.nus.edu.sg/handle/10635/160187.

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

MLA Handbook (7th Edition):

ZHUANGJIAN, LIU. “DAMAGE MODELLING OF CONCRETE UNDER DYNAMIC LOADING.” 2001. Web. 08 Apr 2020.

Vancouver:

ZHUANGJIAN L. DAMAGE MODELLING OF CONCRETE UNDER DYNAMIC LOADING. [Internet] [Thesis]. National University of Singapore; 2001. [cited 2020 Apr 08]. Available from: https://scholarbank.nus.edu.sg/handle/10635/160187.

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

Council of Science Editors:

ZHUANGJIAN L. DAMAGE MODELLING OF CONCRETE UNDER DYNAMIC LOADING. [Thesis]. National University of Singapore; 2001. Available from: https://scholarbank.nus.edu.sg/handle/10635/160187

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


University of Edinburgh

26. An, Feng-Chen. Modelling of FRP-concrete interfacial bond behaviour.

Degree: PhD, 2015, University of Edinburgh

 Externally bonding of fibre-reinforced polymer (FRP) strips or sheets has become a popular strengthening method for reinforced concrete structures over the last two decades. For… (more)

Subjects/Keywords: 624.1; FRP-concrete; FRP-concrete bonded interface; CDP model; damage model; mesoscale method; bond-slip model

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APA (6th Edition):

An, F. (2015). Modelling of FRP-concrete interfacial bond behaviour. (Doctoral Dissertation). University of Edinburgh. Retrieved from http://hdl.handle.net/1842/10511

Chicago Manual of Style (16th Edition):

An, Feng-Chen. “Modelling of FRP-concrete interfacial bond behaviour.” 2015. Doctoral Dissertation, University of Edinburgh. Accessed April 08, 2020. http://hdl.handle.net/1842/10511.

MLA Handbook (7th Edition):

An, Feng-Chen. “Modelling of FRP-concrete interfacial bond behaviour.” 2015. Web. 08 Apr 2020.

Vancouver:

An F. Modelling of FRP-concrete interfacial bond behaviour. [Internet] [Doctoral dissertation]. University of Edinburgh; 2015. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1842/10511.

Council of Science Editors:

An F. Modelling of FRP-concrete interfacial bond behaviour. [Doctoral Dissertation]. University of Edinburgh; 2015. Available from: http://hdl.handle.net/1842/10511

27. Yu, Linwen. Étude du développement de la corrosion dans le béton armé fissuré et de la performance mécanique de poutres en béton armé corrodées.

Degree: PhD, Génie civil, 2016, Université de Sherbrooke

 Abstract : One of the aims of the thesis is to study corrosion development in cracked concrete, in relation to the effect of concrete cover… (more)

Subjects/Keywords: Reinforced concrete; Corrosion; Chlorides; Damage; Steel-concrete interface; Mechanical performance; Béton armé; Chlorures; Interface acier-béton; Endommagement; Propriétés mécaniques résiduelles

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APA (6th Edition):

Yu, L. (2016). Étude du développement de la corrosion dans le béton armé fissuré et de la performance mécanique de poutres en béton armé corrodées. (Doctoral Dissertation). Université de Sherbrooke. Retrieved from http://www.collectionscanada.gc.ca/obj/thesescanada/vol2/QSHERU/TC-QSHERU-11143_8791.pdf ; http://savoirs.usherbrooke.ca/bitstream/11143/8791/3/Yu_Linwen_PhD_2016.pdf

Chicago Manual of Style (16th Edition):

Yu, Linwen. “Étude du développement de la corrosion dans le béton armé fissuré et de la performance mécanique de poutres en béton armé corrodées.” 2016. Doctoral Dissertation, Université de Sherbrooke. Accessed April 08, 2020. http://www.collectionscanada.gc.ca/obj/thesescanada/vol2/QSHERU/TC-QSHERU-11143_8791.pdf ; http://savoirs.usherbrooke.ca/bitstream/11143/8791/3/Yu_Linwen_PhD_2016.pdf.

MLA Handbook (7th Edition):

Yu, Linwen. “Étude du développement de la corrosion dans le béton armé fissuré et de la performance mécanique de poutres en béton armé corrodées.” 2016. Web. 08 Apr 2020.

Vancouver:

Yu L. Étude du développement de la corrosion dans le béton armé fissuré et de la performance mécanique de poutres en béton armé corrodées. [Internet] [Doctoral dissertation]. Université de Sherbrooke; 2016. [cited 2020 Apr 08]. Available from: http://www.collectionscanada.gc.ca/obj/thesescanada/vol2/QSHERU/TC-QSHERU-11143_8791.pdf ; http://savoirs.usherbrooke.ca/bitstream/11143/8791/3/Yu_Linwen_PhD_2016.pdf.

Council of Science Editors:

Yu L. Étude du développement de la corrosion dans le béton armé fissuré et de la performance mécanique de poutres en béton armé corrodées. [Doctoral Dissertation]. Université de Sherbrooke; 2016. Available from: http://www.collectionscanada.gc.ca/obj/thesescanada/vol2/QSHERU/TC-QSHERU-11143_8791.pdf ; http://savoirs.usherbrooke.ca/bitstream/11143/8791/3/Yu_Linwen_PhD_2016.pdf


Université de Sherbrooke

28. Yu, Linwen. Étude du développement de la corrosion dans le béton armé fissuré et de la performance mécanique de poutres en béton armé corrodées .

Degree: 2016, Université de Sherbrooke

 Abstract : One of the aims of the thesis is to study corrosion development in cracked concrete, in relation to the effect of concrete cover… (more)

Subjects/Keywords: Reinforced concrete; Corrosion; Chlorides; Damage; Steel-concrete interface; Mechanical performance; Béton armé; Chlorures; Interface acier-béton; Endommagement; Propriétés mécaniques résiduelles

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

APA (6th Edition):

Yu, L. (2016). Étude du développement de la corrosion dans le béton armé fissuré et de la performance mécanique de poutres en béton armé corrodées . (Doctoral Dissertation). Université de Sherbrooke. Retrieved from http://hdl.handle.net/11143/8791

Chicago Manual of Style (16th Edition):

Yu, Linwen. “Étude du développement de la corrosion dans le béton armé fissuré et de la performance mécanique de poutres en béton armé corrodées .” 2016. Doctoral Dissertation, Université de Sherbrooke. Accessed April 08, 2020. http://hdl.handle.net/11143/8791.

MLA Handbook (7th Edition):

Yu, Linwen. “Étude du développement de la corrosion dans le béton armé fissuré et de la performance mécanique de poutres en béton armé corrodées .” 2016. Web. 08 Apr 2020.

Vancouver:

Yu L. Étude du développement de la corrosion dans le béton armé fissuré et de la performance mécanique de poutres en béton armé corrodées . [Internet] [Doctoral dissertation]. Université de Sherbrooke; 2016. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/11143/8791.

Council of Science Editors:

Yu L. Étude du développement de la corrosion dans le béton armé fissuré et de la performance mécanique de poutres en béton armé corrodées . [Doctoral Dissertation]. Université de Sherbrooke; 2016. Available from: http://hdl.handle.net/11143/8791

29. Richard, Benjamin. Modélisation d'éléments de structure en béton armé dégradés par corrosion : la problématique de l'interface acier/béton en présence de corrosion : Modelling of reinforced concrete structures subjected to corrosion : the specific case of the steel/concrete interface with corrosion.

Degree: Docteur es, Mécanique, génie mécanique, génie civil, 2010, Université Paris-Est

Une des causes majeures responsables de la perte de performance des ouvrages en béton armé (fissuration excessive, perte de capacité portante) peut être imputée à… (more)

Subjects/Keywords: Interface acier/béton; Béton; Endommagement; Non local; Réseaux bayésiens; Steel/concrete interface; Concrete; Damage; Non local; Bayesian networks

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

APA (6th Edition):

Richard, B. (2010). Modélisation d'éléments de structure en béton armé dégradés par corrosion : la problématique de l'interface acier/béton en présence de corrosion : Modelling of reinforced concrete structures subjected to corrosion : the specific case of the steel/concrete interface with corrosion. (Doctoral Dissertation). Université Paris-Est. Retrieved from http://www.theses.fr/2010PEST1087

Chicago Manual of Style (16th Edition):

Richard, Benjamin. “Modélisation d'éléments de structure en béton armé dégradés par corrosion : la problématique de l'interface acier/béton en présence de corrosion : Modelling of reinforced concrete structures subjected to corrosion : the specific case of the steel/concrete interface with corrosion.” 2010. Doctoral Dissertation, Université Paris-Est. Accessed April 08, 2020. http://www.theses.fr/2010PEST1087.

MLA Handbook (7th Edition):

Richard, Benjamin. “Modélisation d'éléments de structure en béton armé dégradés par corrosion : la problématique de l'interface acier/béton en présence de corrosion : Modelling of reinforced concrete structures subjected to corrosion : the specific case of the steel/concrete interface with corrosion.” 2010. Web. 08 Apr 2020.

Vancouver:

Richard B. Modélisation d'éléments de structure en béton armé dégradés par corrosion : la problématique de l'interface acier/béton en présence de corrosion : Modelling of reinforced concrete structures subjected to corrosion : the specific case of the steel/concrete interface with corrosion. [Internet] [Doctoral dissertation]. Université Paris-Est; 2010. [cited 2020 Apr 08]. Available from: http://www.theses.fr/2010PEST1087.

Council of Science Editors:

Richard B. Modélisation d'éléments de structure en béton armé dégradés par corrosion : la problématique de l'interface acier/béton en présence de corrosion : Modelling of reinforced concrete structures subjected to corrosion : the specific case of the steel/concrete interface with corrosion. [Doctoral Dissertation]. Université Paris-Est; 2010. Available from: http://www.theses.fr/2010PEST1087

30. Chiriatti, Léon. Etude de l'adhérence armature-béton, influence des granulats de béton recyclé et apport des mesures acoustiques : The influence of recycled concrete aggregate on the bond between rebar and concrete using mechanical and acoustic measurements.

Degree: Docteur es, Génie civil, 2018, Université de Strasbourg

L'introduction de granulats de béton recyclé (i.e. granulats produits à partir des gravats issus de la démolition d'ouvrages en béton obsolètes) dans les formulations de… (more)

Subjects/Keywords: Béton armé; Adhérence; Granulat de béton recyclé; Acoustique; Endommagement; Frottement; Reinforced concrete; Bond; Recycled concrete aggregate; Acoustic; Damage; Friction; 620.13; 693.5

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

APA (6th Edition):

Chiriatti, L. (2018). Etude de l'adhérence armature-béton, influence des granulats de béton recyclé et apport des mesures acoustiques : The influence of recycled concrete aggregate on the bond between rebar and concrete using mechanical and acoustic measurements. (Doctoral Dissertation). Université de Strasbourg. Retrieved from http://www.theses.fr/2018STRAD040

Chicago Manual of Style (16th Edition):

Chiriatti, Léon. “Etude de l'adhérence armature-béton, influence des granulats de béton recyclé et apport des mesures acoustiques : The influence of recycled concrete aggregate on the bond between rebar and concrete using mechanical and acoustic measurements.” 2018. Doctoral Dissertation, Université de Strasbourg. Accessed April 08, 2020. http://www.theses.fr/2018STRAD040.

MLA Handbook (7th Edition):

Chiriatti, Léon. “Etude de l'adhérence armature-béton, influence des granulats de béton recyclé et apport des mesures acoustiques : The influence of recycled concrete aggregate on the bond between rebar and concrete using mechanical and acoustic measurements.” 2018. Web. 08 Apr 2020.

Vancouver:

Chiriatti L. Etude de l'adhérence armature-béton, influence des granulats de béton recyclé et apport des mesures acoustiques : The influence of recycled concrete aggregate on the bond between rebar and concrete using mechanical and acoustic measurements. [Internet] [Doctoral dissertation]. Université de Strasbourg; 2018. [cited 2020 Apr 08]. Available from: http://www.theses.fr/2018STRAD040.

Council of Science Editors:

Chiriatti L. Etude de l'adhérence armature-béton, influence des granulats de béton recyclé et apport des mesures acoustiques : The influence of recycled concrete aggregate on the bond between rebar and concrete using mechanical and acoustic measurements. [Doctoral Dissertation]. Université de Strasbourg; 2018. Available from: http://www.theses.fr/2018STRAD040

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