Repair of Damaged Steel-Concrete Composite Girders Using Carbon Fiber-Reinforced Polymer Sheets-Reference-Cited by-同舟云学术

Repair of Damaged Steel-Concrete Composite Girders Using Carbon Fiber-Reinforced Polymer Sheets

Published:2003-11 Issue:4 Volume:7 Page:311-322
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Tavakkolizadeh M.¹,Saadatmanesh H.²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Jackson State Univ., Jackson, MS 39217.

2. Professor, Dept. of Civil Engineering and Engineering Mechanics, The Univ. of Arizona, Tucson, AZ 85721.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0268%282003%297%3A4%28311%29

Reference11 articles.

1. Albrecht P. Sahli A. Crute D. Albrecht Ph. and Evans B. (1984). “Application of adhesive to steel bridges.” Rep. FHWA-RD-84-037 Federal Highway Administration Washington D.C. 106–147.

2. American Association of State Highway and Transportation Officials (AASHTO). (1992). Standard specifications for highway bridges 15th Ed. Washington D.C.

3. Dussek I. (1980). “Strengthening of the bridge beams and similar structures by means of epoxy-resin-bonded external reinforcement.” Transportation Research Record 785 Transportation Research Board Washington D.C. 21–24.

4. Federal Highway Administration (FHWA) Bridge Program Group. (2001). “Count of deficient highway bridges.” 〈http://www.fhwa.dot.gov/bridge〉.

5. Mertz D. and Gillespie J. (1996). “Rehabilitation of steel bridge girders through the application of advanced composite material.” NCHRP Rep. 93-ID11 Transportation Research Board Washington D.C. 1–20.

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