Modeling of IC Debonding of FRP-Strengthened Concrete Flexural Members-Reference-Cited by-同舟云学术

Modeling of IC Debonding of FRP-Strengthened Concrete Flexural Members

Published:2008-04 Issue:2 Volume:12 Page:168-179
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Rosenboom Owen¹²,Rizkalla Sami¹²

Affiliation:

1. Research Associate, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hong Kong, China.

2. Distinguished Professor, Dept. of Civil Engineering, North Carolina State Univ., Raleigh, NC 27695.

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%282008%2912%3A2%28168%29

Reference24 articles.

1. Bentz E. C. (2000). “Section analysis of reinforced concrete members.” Doctoral thesis Univ. of Toronto Canada.

2. Transfer Lengths and Bond Strengths for Composites Bonded to Concrete

3. Brosens K. (2001). “Anchorage of externally bonded steel plates and CFRP laminates for the strengthening of concrete elements.” Doctoral thesis Catholic Univ. of Lueven Lueven Belgium.

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