Generic Debonding Resistance of EB and NSM Plate-to-Concrete Joints-Reference-Cited by-同舟云学术

Generic Debonding Resistance of EB and NSM Plate-to-Concrete Joints

Published:2007-02 Issue:1 Volume:11 Page:62-70
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Seracino R.¹²³,Raizal Saifulnaz M. R.¹²³,Oehlers D. J.¹²³

Affiliation:

1. Associate Professor, Associate Director of the Constructed Facilities Laboratory, Dept. of Civil, Construction, and Environmental Engineering, Constructed Facilities Laboratory, North Carolina State Univ., 2414 Campus Shore Drive, Raleigh, NC 27695–7533; formerly, Senior Lecturer, School of Civil and Environmental Engineering, The Univ. of Adelaide, SA 5005, Australia.

2. Ph.D. Candidate, School of Civil and Environmental Engineering, The Univ. of Adelaide, SA 5005, Australia.

3. Associate Professor, School of Civil and Environmental Engineering, The Univ. of Adelaide, SA 5005, Australia.

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%282007%2911%3A1%2862%29

Reference19 articles.

1. Blaschko M. (2003). “Bond behavior of CFRP strips glued into slits.” Proc. 6th Int. Symp. on FRPRCS Singapore K. H. Tan ed. 205–214.

2. Bond and force transfer of composite material plates bonded to concrete;Chajes M. J.;ACI Struct. J.,1996

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

4. Shear capacity of FRP-strengthened RC beams: FRP debonding

5. Chen J. F. Yuan H. and Teng J. G. (2005). “Analysis of debonding failure along a softened FRP-to-concrete interface between two adjacent cracks.” Proc. Int. Symp. on Bond Behaviour of FRP in Structures Hong Kong J. F. Chen and J. G. Teng eds. 103–111.

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