AI-based shear capacity of FRP-reinforced concrete deep beams without stirrups

M AlHamaydeh, G Markou, N Bakas… - Engineering …, 2022 - Elsevier
The presented work utilizes Artificial Intelligence (AI) algorithms, to model and interpret the
behavior of the fiber reinforced polymer (FRP)-reinforced concrete deep beams without …

Shear behaviour of geopolymer-concrete beams transversely reinforced with continuous rectangular GFRP composite spirals

GB Maranan, AC Manalo, B Benmokrane… - Composite …, 2018 - Elsevier
This paper investigated the shear behaviour of geopolymer-concrete beams reinforced with
continuous glass-fibre-reinforced polymer (GFRP) composite spirals. Eight large-scale …

[PDF][PDF] Behavior of concrete deep beams reinforced with internal fiber-reinforced polymer-experimental study

MF Andermatt, AS Lubell - ACI Structural Journal, 2013 - researchgate.net
Concrete deep beams with small shear span-depth ratios (a/d) are common elements in
structures. To mitigate corrosion-induced damage in concrete structures, members internally …

Modeling of shear mechanisms and strength of concrete deep beams reinforced with FRP bars

H Chen, WJ Yi, ZJ Ma, HJ Hwang - Composite Structures, 2020 - Elsevier
With the growing application of concrete structures reinforced with fiber reinforced polymer
(FRP) composite materials, it is necessary to develop more rational mechanical models for …

Shear behavior of circular concrete members reinforced with GFRP bars and spirals at shear span-to-depth ratios between 1.5 and 3.0

AH Ali, HM Mohamed, B Benmokrane - Journal of composites for …, 2016 - ascelibrary.org
In the last decade, the shear strength of concrete members with rectangular cross sections
reinforced with fiber-reinforced polymers (FRPs) has received considerable attention. Yet no …

[HTML][HTML] Three-dimensional nonlinear finite element analysis of concrete deep beam reinforced with GFRP bars

IM Metwally - HBRC journal, 2017 - Elsevier
The efficient use of FRP reinforcement in deep members has been hindered due to a lack of
knowledge on the behavior of such members. Till now, most of researches have mainly …

[PDF][PDF] Influence of Strut Geometry on the Size Effect of FRP Reinforced Simply Supported Deep Beams: A Theoretical Analysis.

OH Zinkaah, HK Sultan, A Al-Rifaie… - … of Engineering Problems, 2022 - researchgate.net
Accepted: 21 January 2022 The reduction in the shear strength accompanied to the
increasing in the section depth is characterised as size effect, assuming that all parameters …

Experimental tests of two-span continuous concrete deep beams reinforced with GFRP bars and strut-and-tie method evaluation

OH Zinkaah, A Ashour, T Sheehan - Composite Structures, 2019 - Elsevier
Test results of nine continuous concrete deep beams reinforced with GFRP bars and one
specimen reinforced with steel rebars are reported. The investigated parameters included …

3D finite element modeling of GFRP-reinforced concrete deep beams without shear reinforcement

G Markou, M AlHamaydeh - International Journal of Computational …, 2018 - World Scientific
This paper presents the numerical investigation of nine Glass Fiber-Reinforced Polymer
(GFRP) concrete deep beams through the use of numerically-efficient 20-noded hexahedral …

[HTML][HTML] Testing and modeling of deep beams strengthened with NSM-CFRP reinforcement around cutouts

M Mansour, T El-Maaddawy - Case Studies in Construction Materials, 2021 - Elsevier
The behavior of reinforced concrete (RC) deep beams strengthened with near-surface-
mounted carbon fiber-reinforced polymer (NSM-CFRP) reinforcement around cutouts is …