Anchorage devices used to improve the performance of reinforced concrete beams retrofitted with FRP composites: State-of-the-art review

R Kalfat, R Al-Mahaidi, ST Smith - Journal of composites for …, 2013 - ascelibrary.org
The anchorage of fiber-reinforced polymer (FRP) composites when applied to reinforced
concrete (RC) structures as externally bonded reinforcement is an effective means to …

Review of anchorage systems for externally bonded FRP laminates

SV Grelle, LH Sneed - International Journal of Concrete Structures and …, 2013 - Springer
The most recent report by ACI Committee 440 on externally bonded fiber reinforced polymer
(FRP) strengthening systems states that systems designed to mechanically anchor FRP …

Experimental and analytical investigation of reinforced high strength concrete continuous beams strengthened with fiber reinforced polymer

H Akbarzadeh, AA Maghsoudi - Materials & Design, 2010 - Elsevier
Carbon and glass fiber reinforced polymer (CFRP and GFRP) are two materials suitable for
strengthening the reinforced concrete (RC) beams. Although many in situ RC beams are of …

[HTML][HTML] Flexural strengthening of RC slabs with nonprestressed and prestressed CFRP strips using EBROG method

N Moshiri, C Czaderski, D Mostofinejad… - Composites Part B …, 2020 - Elsevier
This paper proposes a fully nonmetallic system for strengthening RC one-way slabs with
prestressed CFRP composites. The flexural behaviors of RC slabs strengthened with …

Prediction of the debonding failure of beams strengthened with FRP through machine learning models

T Hu, H Zhang, J Zhou - Buildings, 2023 - mdpi.com
Plate end (PE) debonding and intermediate crack (IC) debonding are the two main failure
modes of beams strengthened with fiber-reinforced polymer (FRP) in flexure. Therefore, it is …

[HTML][HTML] Machine learning-based model for recognizing the failure modes of FRP-strengthened RC beams in flexure

T Hu, H Zhang, J Zhou - Case Studies in Construction Materials, 2023 - Elsevier
Plate end (PE) debonding and intermediate crack (IC) debonding are the main failure
modes of fiber reinforced polymer (FRP) strengthened reinforced concrete (RC) beams in …

[HTML][HTML] Anchors for CFRP plates: State-of-the-art review and future potential

FM Mohee, A Al-Mayah, A Plumtree - Composites Part B: Engineering, 2016 - Elsevier
In order to utilize the high tensile strength of the carbon fibre-reinforced-polymer (CFRP)
plate, prestressing of the plate is recommended. End-anchors are required for the …

Evaluation of existing FRP-to-concrete bond strength models using data envelopment analysis

A Yazdani, K Sanginabadi… - … of Composites for …, 2023 - ascelibrary.org
Externally bonded reinforcement with fiber-reinforced polymer (FRP) laminates is a popular
method for repairing and strengthening reinforced concrete structures. Failure due to …

Inclined FRP U-jackets for enhancing structural performance of FRP-plated RC beams suffering from IC debonding

B Fu, XT Tang, LJ Li, F Liu, G Lin - Composite Structures, 2018 - Elsevier
Intermediate crack debonding (ie, IC debonding) commonly controls the failure of FRP-
plated RC beams. Such IC debonding often occurs with the maximum strain of the FRP soffit …

An efficiency framework for anchorage devices used to enhance the performance of FRP strengthened RC members

R Kalfat, J Gadd, R Al-Mahaidi, ST Smith - Construction and building …, 2018 - Elsevier
Concrete structures strengthened with fibre reinforced polymer (FRP) composites in both
flexure shear can be enhanced by introducing anchorage systems to suppress or delay the …