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Title: Research on steel girder concrete slab bridges repair methods

  • Total Pages: 5
  • Words: 2088
  • Sources:8
  • Citation Style: APA
  • Document Type: Essay
Essay Instructions: Research on steel girder/concrete slab bridges repair methods


I. Abstract
II. Introduction
III. Review of Literature
IV. Descriptions and discussions of the damage area and their repair methods (mainly
Focus on concrete slab)
V. Conclusion.
VI. List of References.

Repair methods should at least consist of the followings:

a. Delamination
b. Loss of concrete
c. Salt damage.
d. Corrosion
e. Scaffold use (typically for repair of steel beams/girders).
f. etc..


I. Suggested length = 4-5 pages, font size 12, with double spacing text. A cover page or a reference page or … does NOT consider a page.
II. Only the abstract, introduction, review of literature, descriptions, discussions and conclusion will actually be counted as part of the 5 pages paper.
III. Any charts, tables, illustrations, imaginations, calculations, etc….do NOT
consider part of the text.
IV. 7 or more references, and at least 3-4 references have to be come from academic books, journals, resources, Etc….(NOT from www).
V. At least 60% of the all the contents have to be done by yourself, meaning that they are your own words.
VI. Any calculations must be done by usage of software (Mathcad..etc..) or print neatly on engineering papers.

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Excerpt From Essay:


Advanced Materials & Processes. Zinc hydrogel anode protects against rebar corrosion. 158(6)

2000): 15.

Advanced Materials & Processes. (2007) Xion Corp. Develop Coating Technology for Bridge

Repairs. 165(11), 101.

Anoop, M.B., & Rao, Balaji K. (2007) Application of Fuzzy sets for Remaining Life

Assessment of Corrosion Affected Reinforced Concrete Bridge Girders. Journal of Performance of Constructed Facilities, 21(2), 166-171.

Bernhard, J.T., Hietpas, K., George, E., Kuchma, D., & Reis, H. (2003). An Interdisciplinary

Effort to Develop a Wireless Embedded Sensor System to Monitor and Assess

Corrosion in the Tendons of Prestressed Concrete Girders. 2003 IEEE Topical Conference on Wireless Communication Technology 15(17) 241-243.

Enright, Michael P. (1998). Service-Life Prediction of Deteriorating Concrete Bridges.

Journal of Structural Engineering 124(3) 309-317

Kwak, Hyo-Gyoung, & Seo, Young-Jae. (2002). Shrinkage cracking at interior supports of Continuous Pre-cast pre-stressed concrete girder bridges. Department of Civil engineering,

Korea Advanced institute of Science and Technology. Construction and Building Materials.

Li, C.Q. (2003). Life-Cycle Modeling of Corrosion-Affected Concrete Structures:

Propagation. Journal of Structural Engineering 129(6) 753-761.

Tavakkolizadeh, M., & Saadatmanesh, H. (2003). Strengthening of Steel-Concrete Composite

Girders Using Carbon Fiber Reinforced Polymers Sheets. Journal of Structural Engineering

129(30) 30-40.

Vu, Kim Anh T., & Stewart, Mark G. (2000). Structural reliability of concrete bridges including

Improved chloride-induced corrosion models. Department of Civil, Surveying and Environmental Engineering, the University of Newcastle. Structural Safety 22(4)

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