Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for +publisher:"Ryerson University" +contributor:("Amleh, Lamya"). Showing records 1 – 13 of 13 total matches.

Search Limiters

Last 2 Years | English Only

No search limiters apply to these results.

▼ Search Limiters


Ryerson University

1. Wu, Hao. Bond Degradation and Residual Flexural Capacity of Corroded RC Beams.

Degree: 2012, Ryerson University

 An analytical model is developed to predict the residual flexural capacity of corroded RC members. This was established by first developing an analytical model to… (more)

Subjects/Keywords: Concrete beams  – Corrosion  – Testing; Concrete beams  – Corrosion  – Mathematical models; Reinforced concrete  – Design and construction; Concrete beams  – Computer programs; Shear (Mechanics)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Wu, H. (2012). Bond Degradation and Residual Flexural Capacity of Corroded RC Beams. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1366

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, Hao. “Bond Degradation and Residual Flexural Capacity of Corroded RC Beams.” 2012. Thesis, Ryerson University. Accessed June 19, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A1366.

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

MLA Handbook (7th Edition):

Wu, Hao. “Bond Degradation and Residual Flexural Capacity of Corroded RC Beams.” 2012. Web. 19 Jun 2019.

Vancouver:

Wu H. Bond Degradation and Residual Flexural Capacity of Corroded RC Beams. [Internet] [Thesis]. Ryerson University; 2012. [cited 2019 Jun 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1366.

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

Council of Science Editors:

Wu H. Bond Degradation and Residual Flexural Capacity of Corroded RC Beams. [Thesis]. Ryerson University; 2012. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1366

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


Ryerson University

2. Aslau, Sorin. Corrosion induced deterioration in prestressed concrete structures.

Degree: 2009, Ryerson University

 Corrosion is less frequent in prestressed concrete than in ordinary reinforced concrete, but when it does occur, the results can be more dangerous and more… (more)

Subjects/Keywords: Prestressed concrete  – Corrosion

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Aslau, S. (2009). Corrosion induced deterioration in prestressed concrete structures. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1144

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):

Aslau, Sorin. “Corrosion induced deterioration in prestressed concrete structures.” 2009. Thesis, Ryerson University. Accessed June 19, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A1144.

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

MLA Handbook (7th Edition):

Aslau, Sorin. “Corrosion induced deterioration in prestressed concrete structures.” 2009. Web. 19 Jun 2019.

Vancouver:

Aslau S. Corrosion induced deterioration in prestressed concrete structures. [Internet] [Thesis]. Ryerson University; 2009. [cited 2019 Jun 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1144.

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

Council of Science Editors:

Aslau S. Corrosion induced deterioration in prestressed concrete structures. [Thesis]. Ryerson University; 2009. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1144

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


Ryerson University

3. Hussein, Luaay. Analytical modeling of bond stress at steel-concrete interface due to corrosion.

Degree: 2011, Ryerson University

 An analytical model that describes the deterioration of bond strength, due to corrosion of steel reinforcement, at the steel-concrete interface in a reinforced concrete is… (more)

Subjects/Keywords: Reinforced concrete  – Testing; Reinforced concrete  – Corrosion; Reinforced concrete  – Corrosion  – Testing; Reinforcing bars  – Testing; Reinforcing bars  – Corrosion; Reinforcing bars  – Corrosion  – Testing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Hussein, L. (2011). Analytical modeling of bond stress at steel-concrete interface due to corrosion. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1254

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):

Hussein, Luaay. “Analytical modeling of bond stress at steel-concrete interface due to corrosion.” 2011. Thesis, Ryerson University. Accessed June 19, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A1254.

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

MLA Handbook (7th Edition):

Hussein, Luaay. “Analytical modeling of bond stress at steel-concrete interface due to corrosion.” 2011. Web. 19 Jun 2019.

Vancouver:

Hussein L. Analytical modeling of bond stress at steel-concrete interface due to corrosion. [Internet] [Thesis]. Ryerson University; 2011. [cited 2019 Jun 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1254.

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

Council of Science Editors:

Hussein L. Analytical modeling of bond stress at steel-concrete interface due to corrosion. [Thesis]. Ryerson University; 2011. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1254

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


Ryerson University

4. Al-Bayati, Nabil. The effect of corrosion on shear behaviour of self-consolidating concrete beams.

Degree: 2009, Ryerson University

 The objectives of this research are to compare the effect of corrosion on shear behavior in particular, and the overall structural response in both NC… (more)

Subjects/Keywords: Concrete beams  – Corrosion  – Testing; Self-consolidating concrete  – Corrosion; Self-consolidating concrete  – Corrosion  – Testing; Reinforcing bars  – Corrosion; Reinforcing bars  – Corrosion  – Testing; Shear (Mechanics)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Al-Bayati, N. (2009). The effect of corrosion on shear behaviour of self-consolidating concrete beams. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1227

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):

Al-Bayati, Nabil. “The effect of corrosion on shear behaviour of self-consolidating concrete beams.” 2009. Thesis, Ryerson University. Accessed June 19, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A1227.

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

MLA Handbook (7th Edition):

Al-Bayati, Nabil. “The effect of corrosion on shear behaviour of self-consolidating concrete beams.” 2009. Web. 19 Jun 2019.

Vancouver:

Al-Bayati N. The effect of corrosion on shear behaviour of self-consolidating concrete beams. [Internet] [Thesis]. Ryerson University; 2009. [cited 2019 Jun 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1227.

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

Council of Science Editors:

Al-Bayati N. The effect of corrosion on shear behaviour of self-consolidating concrete beams. [Thesis]. Ryerson University; 2009. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1227

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


Ryerson University

5. Khan, Md Khorshed Alam. Detection, Protection, Repair and Rehabilitation of Corroded Prestressed Concrete Structures.

Degree: 2005, Ryerson University

 Corrosion is a natural and unavoidable process and its control is a global challenge. The civil engineers of 21st century are facing a major problem… (more)

Subjects/Keywords: Prestressed concrete  – Corrosion; Reinforcing bars  – Corrosion

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Khan, M. K. A. (2005). Detection, Protection, Repair and Rehabilitation of Corroded Prestressed Concrete Structures. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2317

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):

Khan, Md Khorshed Alam. “Detection, Protection, Repair and Rehabilitation of Corroded Prestressed Concrete Structures.” 2005. Thesis, Ryerson University. Accessed June 19, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A2317.

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

MLA Handbook (7th Edition):

Khan, Md Khorshed Alam. “Detection, Protection, Repair and Rehabilitation of Corroded Prestressed Concrete Structures.” 2005. Web. 19 Jun 2019.

Vancouver:

Khan MKA. Detection, Protection, Repair and Rehabilitation of Corroded Prestressed Concrete Structures. [Internet] [Thesis]. Ryerson University; 2005. [cited 2019 Jun 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2317.

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

Council of Science Editors:

Khan MKA. Detection, Protection, Repair and Rehabilitation of Corroded Prestressed Concrete Structures. [Thesis]. Ryerson University; 2005. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2317

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


Ryerson University

6. Lan, Yan. Finite Element Analysis of Corrosion and Bond-Slip.

Degree: 2003, Ryerson University

 Although reinforced concrete (RC) has an important advantage that it has virtue durability against an environmental attack, especially the resistance of corrosion of embedded reinforcements,… (more)

Subjects/Keywords: Reinforced concrete  – Corrosion; Reinforced concrete  – Corrosion  – Measurement; Reinforced concrete  – Corrosion  – Mathematical models; Finite element method.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Lan, Y. (2003). Finite Element Analysis of Corrosion and Bond-Slip. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2022

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):

Lan, Yan. “Finite Element Analysis of Corrosion and Bond-Slip.” 2003. Thesis, Ryerson University. Accessed June 19, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A2022.

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

MLA Handbook (7th Edition):

Lan, Yan. “Finite Element Analysis of Corrosion and Bond-Slip.” 2003. Web. 19 Jun 2019.

Vancouver:

Lan Y. Finite Element Analysis of Corrosion and Bond-Slip. [Internet] [Thesis]. Ryerson University; 2003. [cited 2019 Jun 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2022.

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

Council of Science Editors:

Lan Y. Finite Element Analysis of Corrosion and Bond-Slip. [Thesis]. Ryerson University; 2003. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2022

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


Ryerson University

7. Smith, Roger W. The effects of corrosion on the performance of reinforced concrete beams.

Degree: 2007, Ryerson University

 This report presents the results of a laboratory investigation into the effects of corrosion on the structural behaviour of reinforced concrete (RC beams. Twelve RC… (more)

Subjects/Keywords: Reinforced concrete; Corrosion; Concrete beams; Design and construction

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Smith, R. W. (2007). The effects of corrosion on the performance of reinforced concrete beams. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A695

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):

Smith, Roger W. “The effects of corrosion on the performance of reinforced concrete beams.” 2007. Thesis, Ryerson University. Accessed June 19, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A695.

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

MLA Handbook (7th Edition):

Smith, Roger W. “The effects of corrosion on the performance of reinforced concrete beams.” 2007. Web. 19 Jun 2019.

Vancouver:

Smith RW. The effects of corrosion on the performance of reinforced concrete beams. [Internet] [Thesis]. Ryerson University; 2007. [cited 2019 Jun 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A695.

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

Council of Science Editors:

Smith RW. The effects of corrosion on the performance of reinforced concrete beams. [Thesis]. Ryerson University; 2007. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A695

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


Ryerson University

8. Aldulaymi, Zahir. Optimization of the effect of corrosion on bond behaviour between steel and concrete.

Degree: 2007, Ryerson University

 This research program consists of laboratory study of corrosion phenomenon in reinforced concrete and further analytical study of the experimental results obtained by Amleh (2000).… (more)

Subjects/Keywords: Reinforced concrete; Concrete; Steel

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Aldulaymi, Z. (2007). Optimization of the effect of corrosion on bond behaviour between steel and concrete. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A733

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):

Aldulaymi, Zahir. “Optimization of the effect of corrosion on bond behaviour between steel and concrete.” 2007. Thesis, Ryerson University. Accessed June 19, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A733.

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

MLA Handbook (7th Edition):

Aldulaymi, Zahir. “Optimization of the effect of corrosion on bond behaviour between steel and concrete.” 2007. Web. 19 Jun 2019.

Vancouver:

Aldulaymi Z. Optimization of the effect of corrosion on bond behaviour between steel and concrete. [Internet] [Thesis]. Ryerson University; 2007. [cited 2019 Jun 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A733.

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

Council of Science Editors:

Aldulaymi Z. Optimization of the effect of corrosion on bond behaviour between steel and concrete. [Thesis]. Ryerson University; 2007. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A733

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


Ryerson University

9. Joyce, Timothy A. The effects of steel reinforcement corrosion on the flexural capacity and stiffness of reinforced concrete beams.

Degree: 2008, Ryerson University

 This study is an attempt to derive a relationship between steel reinforcement corrosion and the coinciding loss of flexural strength. The corrosion of the steel… (more)

Subjects/Keywords: Reinforcing bars; Corrosion; Reinforced concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Joyce, T. A. (2008). The effects of steel reinforcement corrosion on the flexural capacity and stiffness of reinforced concrete beams. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A500

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):

Joyce, Timothy A. “The effects of steel reinforcement corrosion on the flexural capacity and stiffness of reinforced concrete beams.” 2008. Thesis, Ryerson University. Accessed June 19, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A500.

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

MLA Handbook (7th Edition):

Joyce, Timothy A. “The effects of steel reinforcement corrosion on the flexural capacity and stiffness of reinforced concrete beams.” 2008. Web. 19 Jun 2019.

Vancouver:

Joyce TA. The effects of steel reinforcement corrosion on the flexural capacity and stiffness of reinforced concrete beams. [Internet] [Thesis]. Ryerson University; 2008. [cited 2019 Jun 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A500.

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

Council of Science Editors:

Joyce TA. The effects of steel reinforcement corrosion on the flexural capacity and stiffness of reinforced concrete beams. [Thesis]. Ryerson University; 2008. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A500

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


Ryerson University

10. Bhaskar, Sini. Analytical modeling of the contact pressure at the steel-concrete interface.

Degree: 2008, Ryerson University

 This research studies the effect of corrosion on bond strength at the steel-concrete interface in a reinforced concrete member. Bond stress, which can be defined… (more)

Subjects/Keywords: Reinforced concrete; Reinforcing bars; Corrosion

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bhaskar, S. (2008). Analytical modeling of the contact pressure at the steel-concrete interface. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A877

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):

Bhaskar, Sini. “Analytical modeling of the contact pressure at the steel-concrete interface.” 2008. Thesis, Ryerson University. Accessed June 19, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A877.

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

MLA Handbook (7th Edition):

Bhaskar, Sini. “Analytical modeling of the contact pressure at the steel-concrete interface.” 2008. Web. 19 Jun 2019.

Vancouver:

Bhaskar S. Analytical modeling of the contact pressure at the steel-concrete interface. [Internet] [Thesis]. Ryerson University; 2008. [cited 2019 Jun 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A877.

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

Council of Science Editors:

Bhaskar S. Analytical modeling of the contact pressure at the steel-concrete interface. [Thesis]. Ryerson University; 2008. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A877

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


Ryerson University

11. Aal Hassan, Assem Adel Abdel. Bond of reinforcement in concrete with different types of corroded bars.

Degree: 2003, Ryerson University

 Repair and rehabilitation of existing structures is becoming a major part of the present construction activities. Corrosion of reinforcement is a major contributing factor to… (more)

Subjects/Keywords: Reinforcing bars; Corrosion; Reinforced concrete; Steel

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Aal Hassan, A. A. A. (2003). Bond of reinforcement in concrete with different types of corroded bars. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A685

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):

Aal Hassan, Assem Adel Abdel. “Bond of reinforcement in concrete with different types of corroded bars.” 2003. Thesis, Ryerson University. Accessed June 19, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A685.

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

MLA Handbook (7th Edition):

Aal Hassan, Assem Adel Abdel. “Bond of reinforcement in concrete with different types of corroded bars.” 2003. Web. 19 Jun 2019.

Vancouver:

Aal Hassan AAA. Bond of reinforcement in concrete with different types of corroded bars. [Internet] [Thesis]. Ryerson University; 2003. [cited 2019 Jun 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A685.

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

Council of Science Editors:

Aal Hassan AAA. Bond of reinforcement in concrete with different types of corroded bars. [Thesis]. Ryerson University; 2003. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A685

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


Ryerson University

12. Gumaryani, Tehseenullah. Durability of Concrete and Reinforcement Corrosion in Concrete Bridge Decks and Parking Structures.

Degree: 2004, Ryerson University

 The deterioration of concrete can be due to: (1) the corrosion of reinforcement; (2) freezing and thawing, including frost damage; (3) chloride ingress; (4) carbonation… (more)

Subjects/Keywords: Reinforced concrete  – Corrosion; Reinforced concrete  – Deterioration; Concrete bridges  – Floors  – Maintenance and repair; Parking garages  – Maintenance and repair.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Gumaryani, T. (2004). Durability of Concrete and Reinforcement Corrosion in Concrete Bridge Decks and Parking Structures. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2009

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):

Gumaryani, Tehseenullah. “Durability of Concrete and Reinforcement Corrosion in Concrete Bridge Decks and Parking Structures.” 2004. Thesis, Ryerson University. Accessed June 19, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A2009.

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

MLA Handbook (7th Edition):

Gumaryani, Tehseenullah. “Durability of Concrete and Reinforcement Corrosion in Concrete Bridge Decks and Parking Structures.” 2004. Web. 19 Jun 2019.

Vancouver:

Gumaryani T. Durability of Concrete and Reinforcement Corrosion in Concrete Bridge Decks and Parking Structures. [Internet] [Thesis]. Ryerson University; 2004. [cited 2019 Jun 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2009.

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

Council of Science Editors:

Gumaryani T. Durability of Concrete and Reinforcement Corrosion in Concrete Bridge Decks and Parking Structures. [Thesis]. Ryerson University; 2004. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2009

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


Ryerson University

13. Ghosh, Alaka. Modeling the Bond Stress at Steel-Concrete Interface for Uncorroded and Corroded Reinforcing Steel.

Degree: 2004, Ryerson University

 Corrosion of reinforcing steel causes cracking and spalling of concrete structures, reduces the effective cross-sectional area of the reinforcing steel and the concrete simultaneously decreases… (more)

Subjects/Keywords: Reinforced concrete  – Corrosion  – Mathematical models; Reinforced concrete  – Corrosion  – Measurement; Steel corrosion  – Testing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ghosh, A. (2004). Modeling the Bond Stress at Steel-Concrete Interface for Uncorroded and Corroded Reinforcing Steel. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2051

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):

Ghosh, Alaka. “Modeling the Bond Stress at Steel-Concrete Interface for Uncorroded and Corroded Reinforcing Steel.” 2004. Thesis, Ryerson University. Accessed June 19, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A2051.

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

MLA Handbook (7th Edition):

Ghosh, Alaka. “Modeling the Bond Stress at Steel-Concrete Interface for Uncorroded and Corroded Reinforcing Steel.” 2004. Web. 19 Jun 2019.

Vancouver:

Ghosh A. Modeling the Bond Stress at Steel-Concrete Interface for Uncorroded and Corroded Reinforcing Steel. [Internet] [Thesis]. Ryerson University; 2004. [cited 2019 Jun 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2051.

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

Council of Science Editors:

Ghosh A. Modeling the Bond Stress at Steel-Concrete Interface for Uncorroded and Corroded Reinforcing Steel. [Thesis]. Ryerson University; 2004. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2051

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

.