Fatigue Strength of Steel Girders Strengthened with Carbon Fiber Reinforced Polymer Patch-Reference-Cited by-同舟云学术

Fatigue Strength of Steel Girders Strengthened with Carbon Fiber Reinforced Polymer Patch

Published:2003-02 Issue:2 Volume:129 Page:186-196
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

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,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282003%29129%3A2%28186%29

Reference16 articles.

1. Albrecht P. Sahli A. Crute D. Albrecht Ph. and Evans B. (1984). “Application of adhesive to steel bridges.” Rep. No. FHWA-RD-84-037 The Federal Highway Administration Washington D.C. 106–147.

2. American Association of State Highway and Transportation Officials (AASHTO). (2000). Standard Specifications for Highway Bridges 16th Ed. Washington D.C.

3. Federal Highway Administration (FHWA) Bridge Program Group. (2001). “Count of deficient bridges by state non federal-aid highway.” 〈http://www.fhwa.dot.gov/bridges/britab.htm〉 (March 20 2002). The Office of Bridge Technology Washington D.C.

4. Fisher J. W. (1977). “Bridge fatigue guide: Design and details.” Publication T112-11/77 AISC New York.

5. Fisher J. W. (1997). “Evaluation of fatigue resistant steel bridges.” Rep. No. TR 1594 Transportation Research Board National Academy Press Washington D.C.

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