Analysis-oriented model for partially FRP-and-steel-confined circular RC columns under compression

Shayanfar, Javad, Barros, Joaquim A.O. and Rezazadeh, Mohammadali (2023) Analysis-oriented model for partially FRP-and-steel-confined circular RC columns under compression. Engineering Structures, 276. p. 115330. ISSN 0141-0296

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Analysis oriented Model for Partially FRP and Steel Confined Circular RC Columns under Compression.pdf - Accepted Version
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Official URL: https://doi.org/10.1016/j.engstruct.2022.115330

Abstract

Even though analysis-oriented models exist to simulate the axial and dilation behavior of reinforced concrete (RC) columns strengthened with fiber-reinforced-polymer (FRP) full confinement arrangements, a reliable model developed/calibrated for FRP partially imposed confinements is not yet available, identified as a research gap. Therefore, this paper is dedicated to the development of a new analysis-oriented model generalized for fully and partially confined RC columns under compression. In addition to vertical arching action phenomenon, the influence of the concrete expansion distribution along the column height on confining stress is considered in the establishment of the combined confinement from FRP strips and steel transverse reinforcements. A new unified dilation model is proposed, where the substantial effect of additional axial deformations induced by damage evolution in unwrapped zones is formulated by considering available experimental results. This model is coupled with an axial stress-strain formulation that includes a new failure surface function for simulating the dual confinement-induced enhancements, which are strongly dependent on the confinement stiffness. The developed model considers the influence of partially imposed confinement strategy on the axial and dilation behavior of RC columns, whose validation is demonstrated by simulating several experimental tests. Lastly, a parametric study is performed to evidence the dependence of FRP-steel confinement-induced enhancements on steel hoop and FRP spacing, and on the concrete compressive strength.

Item Type: Article
Additional Information: Funding Information: This study is a part of the project ‘‘Sticker –Innovative technique for the structural strengthening based on using CFRP laminates with multifunctional attributes and applied with advanced cement adhesives’’, with the reference POCI-01-0247-FEDER-039755. The firs author also acknowledges the support provided by FCT PhD individual fellowship 2019 with the reference of “SFRH/BD/148002/2019”.
Uncontrolled Keywords: Dilation model, FRP confinement, RC columns, Steel confinement, Stress-strain model
Subjects: H200 Civil Engineering
Department: Faculties > Engineering and Environment > Mechanical and Construction Engineering
Depositing User: Rachel Branson
Date Deposited: 05 Jan 2023 08:33
Last Modified: 05 Jan 2023 08:45
URI: https://nrl.northumbria.ac.uk/id/eprint/51055

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