Debonding Strength of Steel Beams Strengthened with CFRP Plates-Reference-Cited by-同舟云学术

Debonding Strength of Steel Beams Strengthened with CFRP Plates

Published:2006-02 Issue:1 Volume:10 Page:69-78
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Lenwari Akhrawat¹²³,Thepchatri Thaksin¹²³,Albrecht Pedro¹²³

Affiliation:

1. Postdoctoral Researcher, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742; formerly, Graduate Student, Dept. of Civil Engineering, Chulalongkorn Univ., Bangkok 10330, Thailand.

2. Professor, Dept. of Civil Engineering, Chulalongkorn Univ., Bangkok 10330, Thailand.

3. Professor Emeritus, 4201 Woodberry St., University Park, MD 20782.

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%282006%2910%3A1%2869%29

Reference19 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 Federal Highway Administration Washington D.C.

2. Repair of Steel Composite Beams with Carbon Fiber-Reinforced Polymer Plates

3. American Association of State Highway and Transportation Officials (AASHTO). (1998). LRFD bridge design specifications 2nd Ed. Washington D.C.

4. Two Edge-Bonded Elastic Wedges of Different Materials and Wedge Angles Under Surface Tractions

5. A path independent integral for computing stress intensities for V-notched cracks in a bi-material

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