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You searched for subject:( Cover Cracking). Showing records 1 – 6 of 6 total matches.

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RMIT University

1. Lau, I. Time-dependent reliability analysis of corrosion-induced concrete cracking based on fracture mechanics criteria.

Degree: 2019, RMIT University

 Practical experience and observations suggest that corrosion affected reinforced concrete structures are more prone to cracking than other forms of structural deterioration. Around the world,… (more)

Subjects/Keywords: Fields of Research; corrosion; concrete cracking; stress intensity factor; time dependent reliability; concrete cover

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

APA (6th Edition):

Lau, I. (2019). Time-dependent reliability analysis of corrosion-induced concrete cracking based on fracture mechanics criteria. (Thesis). RMIT University. Retrieved from http://researchbank.rmit.edu.au/view/rmit:162758

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):

Lau, I. “Time-dependent reliability analysis of corrosion-induced concrete cracking based on fracture mechanics criteria.” 2019. Thesis, RMIT University. Accessed June 03, 2020. http://researchbank.rmit.edu.au/view/rmit:162758.

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

MLA Handbook (7th Edition):

Lau, I. “Time-dependent reliability analysis of corrosion-induced concrete cracking based on fracture mechanics criteria.” 2019. Web. 03 Jun 2020.

Vancouver:

Lau I. Time-dependent reliability analysis of corrosion-induced concrete cracking based on fracture mechanics criteria. [Internet] [Thesis]. RMIT University; 2019. [cited 2020 Jun 03]. Available from: http://researchbank.rmit.edu.au/view/rmit:162758.

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

Council of Science Editors:

Lau I. Time-dependent reliability analysis of corrosion-induced concrete cracking based on fracture mechanics criteria. [Thesis]. RMIT University; 2019. Available from: http://researchbank.rmit.edu.au/view/rmit:162758

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


Iowa State University

2. Cui, Zhen. Lifetime performance prediction of reinforced concrete structures in multi-threat areas.

Degree: 2016, Iowa State University

 Reinforced concrete (RC) structures are usually subjected to various natural hazards and environmental stressors during their lifetime. Over the time, structures are continuously aging and… (more)

Subjects/Keywords: corrosion; cover cracking; finite element modeling; multi-threat; reinforced concrete; seismic performance; Civil Engineering

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

APA (6th Edition):

Cui, Z. (2016). Lifetime performance prediction of reinforced concrete structures in multi-threat areas. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/15285

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):

Cui, Zhen. “Lifetime performance prediction of reinforced concrete structures in multi-threat areas.” 2016. Thesis, Iowa State University. Accessed June 03, 2020. https://lib.dr.iastate.edu/etd/15285.

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

MLA Handbook (7th Edition):

Cui, Zhen. “Lifetime performance prediction of reinforced concrete structures in multi-threat areas.” 2016. Web. 03 Jun 2020.

Vancouver:

Cui Z. Lifetime performance prediction of reinforced concrete structures in multi-threat areas. [Internet] [Thesis]. Iowa State University; 2016. [cited 2020 Jun 03]. Available from: https://lib.dr.iastate.edu/etd/15285.

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

Council of Science Editors:

Cui Z. Lifetime performance prediction of reinforced concrete structures in multi-threat areas. [Thesis]. Iowa State University; 2016. Available from: https://lib.dr.iastate.edu/etd/15285

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


Virginia Tech

3. Kyle, Nathan Lawrence. Subsidence Cracking of Concrete Over Steel Reinforcement Bar in Bridge Decks.

Degree: MS, Civil Engineering, 2001, Virginia Tech

 It is known that subsidence cracking may cause premature deterioration of concrete slab structures in salt laden environments. Chlorides from either deicing salts or marine… (more)

Subjects/Keywords: epoxy coated; concrete clear cover; cracking; settlement; Subsidence

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

APA (6th Edition):

Kyle, N. L. (2001). Subsidence Cracking of Concrete Over Steel Reinforcement Bar in Bridge Decks. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33129

Chicago Manual of Style (16th Edition):

Kyle, Nathan Lawrence. “Subsidence Cracking of Concrete Over Steel Reinforcement Bar in Bridge Decks.” 2001. Masters Thesis, Virginia Tech. Accessed June 03, 2020. http://hdl.handle.net/10919/33129.

MLA Handbook (7th Edition):

Kyle, Nathan Lawrence. “Subsidence Cracking of Concrete Over Steel Reinforcement Bar in Bridge Decks.” 2001. Web. 03 Jun 2020.

Vancouver:

Kyle NL. Subsidence Cracking of Concrete Over Steel Reinforcement Bar in Bridge Decks. [Internet] [Masters thesis]. Virginia Tech; 2001. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10919/33129.

Council of Science Editors:

Kyle NL. Subsidence Cracking of Concrete Over Steel Reinforcement Bar in Bridge Decks. [Masters Thesis]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/33129

4. CHIENG KING WU. CORROSION INDUCED CRACKING IN CONCRETE.

Degree: 1990, National University of Singapore

Subjects/Keywords: Corrosion; impressed current; cracking; photoelastic technique; cover; cover/diameter ratios; Faraday's Law; half-cell potential; longitudinal crack

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

APA (6th Edition):

WU, C. K. (1990). CORROSION INDUCED CRACKING IN CONCRETE. (Thesis). National University of Singapore. Retrieved from https://scholarbank.nus.edu.sg/handle/10635/167027

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):

WU, CHIENG KING. “CORROSION INDUCED CRACKING IN CONCRETE.” 1990. Thesis, National University of Singapore. Accessed June 03, 2020. https://scholarbank.nus.edu.sg/handle/10635/167027.

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

MLA Handbook (7th Edition):

WU, CHIENG KING. “CORROSION INDUCED CRACKING IN CONCRETE.” 1990. Web. 03 Jun 2020.

Vancouver:

WU CK. CORROSION INDUCED CRACKING IN CONCRETE. [Internet] [Thesis]. National University of Singapore; 1990. [cited 2020 Jun 03]. Available from: https://scholarbank.nus.edu.sg/handle/10635/167027.

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

Council of Science Editors:

WU CK. CORROSION INDUCED CRACKING IN CONCRETE. [Thesis]. National University of Singapore; 1990. Available from: https://scholarbank.nus.edu.sg/handle/10635/167027

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


University of Ottawa

5. Roshan, Arman. Different Approaches to Model Cover-Cracking of RC Structures due to Corrosion .

Degree: 2018, University of Ottawa

 This thesis presents three different approaches to model corrosion-induced crack propagation in reinforced concrete structures. The first approach is solved numerically using finite differences to… (more)

Subjects/Keywords: Corrosion; Modelling; Cover-Cracking; RC Structures; Thick-Walled Cylinder; Finite Differences; Finite Element; TWC; Rust Compressibility; Rust Diffusion; Critical Attack Penetration; Visual Critical Attack Penetration; Elasto Plastic Cylinder; Brittle Elastic Cylinder; Maximum Internal Pressure

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

APA (6th Edition):

Roshan, A. (2018). Different Approaches to Model Cover-Cracking of RC Structures due to Corrosion . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/37104

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):

Roshan, Arman. “Different Approaches to Model Cover-Cracking of RC Structures due to Corrosion .” 2018. Thesis, University of Ottawa. Accessed June 03, 2020. http://hdl.handle.net/10393/37104.

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

MLA Handbook (7th Edition):

Roshan, Arman. “Different Approaches to Model Cover-Cracking of RC Structures due to Corrosion .” 2018. Web. 03 Jun 2020.

Vancouver:

Roshan A. Different Approaches to Model Cover-Cracking of RC Structures due to Corrosion . [Internet] [Thesis]. University of Ottawa; 2018. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10393/37104.

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

Council of Science Editors:

Roshan A. Different Approaches to Model Cover-Cracking of RC Structures due to Corrosion . [Thesis]. University of Ottawa; 2018. Available from: http://hdl.handle.net/10393/37104

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


Delft University of Technology

6. Savija, B. Experimental and numerical investigation of chloride ingress in cracked concrete.

Degree: 2014, Delft University of Technology

 Chloride induced corrosion of reinforcing steel is recognized as the most common deterioration mechanism affecting reinforced concrete structures. As such, it has been in focus… (more)

Subjects/Keywords: chloride ingress; autogeneous healing; corrosion induced cover cracking; x-ray computed tomography; nanoindentation; lattice fracture model; lattice transport model

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

APA (6th Edition):

Savija, B. (2014). Experimental and numerical investigation of chloride ingress in cracked concrete. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; urn:NBN:nl:ui:24-uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; urn:NBN:nl:ui:24-uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; http://resolver.tudelft.nl/uuid:79915ffe-d062-431f-a0ff-bc7628e802be

Chicago Manual of Style (16th Edition):

Savija, B. “Experimental and numerical investigation of chloride ingress in cracked concrete.” 2014. Doctoral Dissertation, Delft University of Technology. Accessed June 03, 2020. http://resolver.tudelft.nl/uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; urn:NBN:nl:ui:24-uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; urn:NBN:nl:ui:24-uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; http://resolver.tudelft.nl/uuid:79915ffe-d062-431f-a0ff-bc7628e802be.

MLA Handbook (7th Edition):

Savija, B. “Experimental and numerical investigation of chloride ingress in cracked concrete.” 2014. Web. 03 Jun 2020.

Vancouver:

Savija B. Experimental and numerical investigation of chloride ingress in cracked concrete. [Internet] [Doctoral dissertation]. Delft University of Technology; 2014. [cited 2020 Jun 03]. Available from: http://resolver.tudelft.nl/uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; urn:NBN:nl:ui:24-uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; urn:NBN:nl:ui:24-uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; http://resolver.tudelft.nl/uuid:79915ffe-d062-431f-a0ff-bc7628e802be.

Council of Science Editors:

Savija B. Experimental and numerical investigation of chloride ingress in cracked concrete. [Doctoral Dissertation]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; urn:NBN:nl:ui:24-uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; urn:NBN:nl:ui:24-uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; http://resolver.tudelft.nl/uuid:79915ffe-d062-431f-a0ff-bc7628e802be

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