Numerical investigation of the parameters influencing the behavior of dapped end prefabricated concrete purlins with and without CFRP strengthening

YO Özkılıç, Ş Yazman, C Aksoylu, MH Arslan… - … and Building Materials, 2021 - Elsevier
Dapped end prefabricated concrete purlins (PCPs) suffer from shear damages due to
coating, snow, wind load and also their dead loads. In this present study, a series of …

Experimental investigation of shear capacity and damage analysis of thinned end prefabricated concrete purlins strengthened by CFRP composite

L Gemi, C Aksoylu, Ş Yazman, YO Özkılıç… - Composite …, 2019 - Elsevier
Prefabricated structures supported with purlins are exposed to numerous damages due to
the excessive snow loadings as vertical loadings. The thinned regions of the purlins are …

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 …

[HTML][HTML] Numerical and theoretical analysis of FRP reinforced geopolymer concrete beams

OH Zinkaah, Z Alridha, M Alhawat - Case Studies in Construction Materials, 2022 - Elsevier
The current paper aimed to numerically and theatrically evaluate the flexural performance of
polymer bars reinforced geopolymer concrete (FRP-GPC) beams based on applying …

[HTML][HTML] Experimental tests of two span continuous concrete beams reinforced with hybrid GFRP-Steel bars

AM Araba, OH Zinkaah, M Alhawat, A Ashour - Structures, 2023 - Elsevier
The current paper aimed at investigating the flexural performance of five large-scale
continuous concrete beams reinforced by both steel bars and glass fibre reinforced polymer …

[HTML][HTML] Advances and applications of the strut-and-tie method in reinforced concrete design: A state-of-the-art review

SM Kalantari, MR Kianoush - Structures, 2024 - Elsevier
Abstract The Strut-and-Tie Method (STM) is a versatile and powerful approach widely used
in the design and analysis of reinforced concrete structures, particularly in regions with …

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 …

Rational prediction of moment redistribution in continuous concrete beams reinforced with FRP bars

T Lou, S Shi, SMR Lopes, B Chen - Engineering Structures, 2024 - Elsevier
In continuous fiber reinforced polymer (FRP) reinforced concrete (RC) beams, moment
redistribution is typically not allowed in the design owing to the lack of ductility of FRP bars …

[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 …

Shear behavior of two-span continuous concrete deep beams reinforced with GFRP bars

F Peng, Y Cai, W Yi, W Xue - Engineering Structures, 2023 - Elsevier
To investigate the shear behavior of reinforced concrete (RC) continuous deep beams with
glass fiber reinforced polymer (GFRP) bars, four large-scale beams with a constant shear …