Shear Transfer across Cracks in FRP Strengthened RC Members-Reference-Cited by-同舟云学术

Shear Transfer across Cracks in FRP Strengthened RC Members

Published:2008-08 Issue:4 Volume:12 Page:416-424
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Mohamed Ali M. S.¹²³,Oehlers D. J.¹²³,Griffith M. C.¹²³

Affiliation:

1. Senior Research Associate, School of Civil and Environmental Engineering, Univ. of Adelaide, SA 5005, Australia. E-mail: mmsadakk@civeng.adelaide.edu.au

2. Professor, School of Civil and Environmental Engineering, Univ. of Adelaide, SA 5005, Australia. E-mail: doehlers@civeng.adelaide.edu.au

3. Associate Professor and Head, School of Civil and Environmental Engineering, Univ. of Adelaide, SA 5005, Australia. E-mail: mcgrif@civeng.adelaide.edu.au

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%3A4%28416%29

Reference16 articles.

1. Anchorage Strength Models for FRP and Steel Plates Bonded to Concrete

2. Mattock A. H. (1974). “Shear transfer in concrete having reinforcement at an angle to shear plane.” ACI Publication SP-42—Shear in Reinforced Concrete Vol. 1 American Concrete Institute Detroit 17–42.

3. Shear transfer in reinforced concrete—Recent research;Mattock A. H.;J. Prestressed Concr. Inst.,1972

4. Vertical shear interaction model between external FRP transverse plates and internal steel stirrups

5. FRP Plates Adhesively Bonded to Reinforced Concrete Beams: Generic Debonding Mechanisms

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