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Journal ArticleDOI

Bond-slip models for FRP sheets/plates bonded to concrete

TLDR
In this paper, a review of existing bond strength models and bond-slip models is presented, and the results of 253 pull tests on simple FRP-to-concrete bonded joints, leading to the conclusion that a more accurate model is required.
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This article is published in Engineering Structures.The article was published on 2005-05-01. It has received 993 citations till now.

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Journal ArticleDOI

State-of-the-art review on FRP strengthened steel structures

TL;DR: In this paper, the use of FRP (Fibre Reinforced Polymer) to strengthen steel structures has become an attractive option which may produce confident retrofitting of existing structures.
Journal ArticleDOI

Near-surface mounted FRP reinforcement: An emerging technique for strengthening structures

TL;DR: In this article, the authors provide a critical review of existing research in this area, identifies gaps of knowledge, and outlines directions for further research, including the optimization of construction details, models for the bond behaviour between NSM fiber-reinforced polymer (FRP) and concrete, reliable design methods for flexural and shear strengthening, and the maximization of the advantages of this technique.
Journal ArticleDOI

Full-range behavior of FRP-to-concrete bonded joints

TL;DR: In this article, a closed-form analytical solution is presented which is capable of predicting the entire debonding propagation process, in which the realistic bi-linear local bond slip law is employed.
Journal ArticleDOI

Strengthening of steel structures with fiber-reinforced polymer composites

TL;DR: In this paper, a critical review and interpretation of existing research on fiber-reinforced polymer (FRP)-strengthened steel structures is provided. And the paper concludes with comments on future research needs.
Journal ArticleDOI

Application of polymer composites in civil construction : A general review

TL;DR: Different applications of fiber reinforced polymer composites (FRPCs) for external strengthening in civil construction are reviewed in this paper, where experimental as well as analytical and numerical research contributions have been focussed in the review.
References
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FRP: Strengthened RC Structures

TL;DR: In this paper, the authors describe FRP composites for strengthening RC Structures and the strength of FRP-to-concrete Joints, including Flexural Strengthening of Beams Shear strengthening of beams, Flexural strengthening of Slabs, Axially and Eccentrically Loaded Columns Seismic Retrofit of Columns Index
Journal ArticleDOI

Anchorage strength models for FRP and steel plates bonded to concrete

TL;DR: In this paper, the authors present a review of current anchorage strength models for both fiber-reinforced polymer (FRP) and steel-to-concrete bonded joints under shear and propose a new simple and rational model based on an existing fracture mechanics analysis and experimental observations.
Journal ArticleDOI

Full-range behavior of FRP-to-concrete bonded joints

TL;DR: In this article, a closed-form analytical solution is presented which is capable of predicting the entire debonding propagation process, in which the realistic bi-linear local bond slip law is employed.
Journal ArticleDOI

Intermediate crack-induced debonding in RC beams and slabs

TL;DR: In this paper, the Chen and Teng bond strength model is combined with a simple section analysis for predicting the strength of beams and slabs which fail by intermediate crack-induced debonding.
Journal ArticleDOI

Contribution of Externally Bonded FRP to Shear Capacity of RC Flexural Members

TL;DR: In this article, the authors present a review of the current research on shear strengthening with FRP and propose design algorithms to compute the contribution of FRP to the shear capacity of RC flexural members.
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