IC Debonding of FRP NSM and EB Retrofitted Concrete: Plate and Cover Interaction Tests-Reference-Cited by-同舟云学术

IC Debonding of FRP NSM and EB Retrofitted Concrete: Plate and Cover Interaction Tests

Published:2008-04 Issue:2 Volume:12 Page:160-167
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Rashid R.¹²³,Oehlers D. J.¹²³,Seracino R.¹²³

Affiliation:

1. Formerly, Postgraduate Student, Dept. of Civil and Environmental Engineering, Adelaide Univ., Adelaide, South Australia 5005, Australia.

2. Professor, Dept. of Civil and Environmental Engineering, Adelaide Univ., Adelaide, South Australia 5005, Australia (corresponding author).

3. Associate Professor, Dept. of Civil, Construction, and Environmental Engineering, Constructed Facilities Laboratory, North Carolina State Univ. Centennial Campus, Campus Box 7533, 2414 Campus Shore Dr., Raleigh, NC 27695-755.

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%28160%29

Reference6 articles.

1. Blaschko M. (2003). “Bond behaviour of CFRP strips glued into slits.” Proc. FRPRCS-6 K. H. Tan ed. World Scientific Singapore 205–214.

2. Tests on the Ductility of Reinforced Concrete Beams Retrofitted with FRP and Steel Near-Surface Mounted Plates

3. Elementary Behaviour of Composite Steel and Concrete Structural Members

4. Raizal Saifulnaz M. R. (2007). “Shear capacity of fibre reinforced polymer strengthened reinforced concrete beams.” Ph.D. thesis Univ. of Adelaide School of Civil and Environmental Engineering Adelaide Australia.

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

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