2023
DOI: 10.3389/fmats.2022.1115394
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Finite element, analytical, artificial neural network models for carbon fibre reinforced polymer confined concrete filled steel columns with elliptical cross sections

Abstract: In the present era of architecture, different cross-sectional shapes of structural concrete elements have been utilized. However, this change in shape has a significant effect on load-carrying capacity. To restore this, the use of column confinements with elliptical sections has gained attention. This paper aim to investigate the effect of elliptical shape sections of confined concrete reinforced with Carbon Fiber Reinforced Polymer (CFRP) and steel tube on axial load-carrying capacity. This study is achieved … Show more

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Cited by 31 publications
(7 citation statements)
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“…The reliability of the existing strength models for concrete elements under shear is being questioned by many researchers, where investigations have shown a significant discrepancy and large scattering between the measured and predicted strength of Frontiers in Materials frontiersin.org the existing models, especially those used in current design guidelines (Colotti and Swamy, 2011;Lima and Barros, 2011;Isleem et al, 2022;Qaidi et al, 2022;SuhadAbd et al, 2022;Isleem et al, 2023). Thus, existing models are deemed to be inadequate and need further improvement.…”
Section: Research Significancementioning
confidence: 99%
“…The reliability of the existing strength models for concrete elements under shear is being questioned by many researchers, where investigations have shown a significant discrepancy and large scattering between the measured and predicted strength of Frontiers in Materials frontiersin.org the existing models, especially those used in current design guidelines (Colotti and Swamy, 2011;Lima and Barros, 2011;Isleem et al, 2022;Qaidi et al, 2022;SuhadAbd et al, 2022;Isleem et al, 2023). Thus, existing models are deemed to be inadequate and need further improvement.…”
Section: Research Significancementioning
confidence: 99%
“…Feng et al [ 12 ] proposed waste rubber pellets modified recycled concrete and the results were also positive. There are a number of scholars have provided more experience regarding the improvement of strength by providing lateral restraint to concrete [ 13 16 ]. Besides that, confined concrete can also effectively improve the performance of RAC.…”
Section: Introductionmentioning
confidence: 99%
“…Though substituting natural sand content with MHA may improve the overall hardened characteristics of concrete; however, it is still relatively weak under tension 29 ; therefore, to overcome this deficiency by utilising several kinds of fibers. Over the years, various fibers such as human hair fibers 30 , coir fibers 31 , Forta-Ferro fiber 32 , polypropylene fibers 33 , 34 , nylon fibers 35 , jute fibers 36 , carbon fiber 37 and steel fibers 38 44 , etc., develop fibers reinforced concrete; however, the current experimental study focuses only on the utilization of human hair fibers as a reinforcement material. The utilization of fibers as reinforcement material in concrete has gained significant importance because steel bar reinforcement in concrete poses a substantial risk of corrosion, which damages concrete.…”
Section: Introductionmentioning
confidence: 99%