Flexural Strength and Ductility of FRP-Plated RC Beams: Fundamental Mechanics Incorporating Local and Global IC Debonding-Reference-Cited by-同舟云学术

Flexural Strength and Ductility of FRP-Plated RC Beams: Fundamental Mechanics Incorporating Local and Global IC Debonding

Published:2016-04 Issue:2 Volume:20 Page:04015046
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Oehlers Deric J.¹,Visintin Phillip²,Lucas Wade³

Affiliation:

1. Emeritus Professor, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia.

2. Lecturer, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia; and Bushfire and Natural Hazards Cooperative Research Centre, Melbourne, Australia (corresponding author).

3. Postdoctoral Research Fellow, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia; and Bushfire and Natural Hazards Cooperative Research Centre, Melbourne, 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%29CC.1943-5614.0000610

Reference47 articles.

1. ACI (American Concrete Institute). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R Detroit.

2. Behavior of Precracked RC Beams Strengthened with Carbon FRP Sheets

3. Finite-Element Modeling of Intermediate Crack Debonding in FRP-Plated RC Beams

4. Debonding failure along a softening FRP-to-concrete interface between two adjacent cracks in concrete members

5. Concrete Shear-Friction Material Properties: Derivation from Actively Confined Compression Cylinder Tests

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