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You searched for subject:( Cover Cracking). Showing records 1 – 4 of 4 total matches.

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Iowa State University

1. 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 July 09, 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. 09 Jul 2020.

Vancouver:

Cui Z. Lifetime performance prediction of reinforced concrete structures in multi-threat areas. [Internet] [Thesis]. Iowa State University; 2016. [cited 2020 Jul 09]. 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


Delft University of Technology

2. Nirmalsingh, R.S.J.L. (author). FEM analysis of the cracking behavior of a beam subjected to bending: A discrete crack width calculation using DIANA.

Degree: 2016, Delft University of Technology

During the calculation for the crack width control in reinforced elements subjected to bending as stated in the NEN-EN 1992-1-1 (Eurocode 2) the engineers at… (more)

Subjects/Keywords: reinforced elements; bending; crack width control; cracking behavior; regulations; concrete cover; crack spacing; limitation

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

APA (6th Edition):

Nirmalsingh, R. S. J. L. (. (2016). FEM analysis of the cracking behavior of a beam subjected to bending: A discrete crack width calculation using DIANA. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:486af3c2-c4f8-405a-9b50-db83b80ea8bc

Chicago Manual of Style (16th Edition):

Nirmalsingh, R S J L (author). “FEM analysis of the cracking behavior of a beam subjected to bending: A discrete crack width calculation using DIANA.” 2016. Masters Thesis, Delft University of Technology. Accessed July 09, 2020. http://resolver.tudelft.nl/uuid:486af3c2-c4f8-405a-9b50-db83b80ea8bc.

MLA Handbook (7th Edition):

Nirmalsingh, R S J L (author). “FEM analysis of the cracking behavior of a beam subjected to bending: A discrete crack width calculation using DIANA.” 2016. Web. 09 Jul 2020.

Vancouver:

Nirmalsingh RSJL(. FEM analysis of the cracking behavior of a beam subjected to bending: A discrete crack width calculation using DIANA. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2020 Jul 09]. Available from: http://resolver.tudelft.nl/uuid:486af3c2-c4f8-405a-9b50-db83b80ea8bc.

Council of Science Editors:

Nirmalsingh RSJL(. FEM analysis of the cracking behavior of a beam subjected to bending: A discrete crack width calculation using DIANA. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:486af3c2-c4f8-405a-9b50-db83b80ea8bc


University of Ottawa

3. 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 July 09, 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. 09 Jul 2020.

Vancouver:

Roshan A. Different Approaches to Model Cover-Cracking of RC Structures due to Corrosion . [Internet] [Thesis]. University of Ottawa; 2018. [cited 2020 Jul 09]. 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

4. 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 July 09, 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. 09 Jul 2020.

Vancouver:

Savija B. Experimental and numerical investigation of chloride ingress in cracked concrete. [Internet] [Doctoral dissertation]. Delft University of Technology; 2014. [cited 2020 Jul 09]. 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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