Unified strength model for FRP confined heat-damaged circular and square concrete columns

Shayanfar, Javad, Kafshgarkolaei, Hassan Jafarian, Barros, Joaquim A.O. and Rezazadeh, Mohammadali (2023) Unified strength model for FRP confined heat-damaged circular and square concrete columns. Composite Structures, 307. p. 116647. ISSN 0263-8223

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Official URL: https://doi.org/10.1016/j.compstruct.2022.116647

Abstract

Although a variety of analytically modeling approaches have been developed to simulate axial response of Fiber-Reinforced Polymer (FRP) confined concrete columns, little effort has been dedicated to the development of simple but robust predictive models for heat-damaged concrete columns with FRP confinement. This study aims to present a new unified strength model for predicting the peak compressive strength of FRP confined heat-damaged concrete with circular/square cross-section columns, applicable to both ambient and elevated temperature conditions. In order to achieve the highest level of reliability and predictive performance, a large database of experimental results available in the literature was assembled. In this model, the influences of column size, sectional non-circularity, and pre-existing thermal-induced damage in terms of confinement-induced improvements were considered in the model establishment based on regression analysis. The reliability of the developed model is demonstrated by simulating experimental counterparts and also comparing it to the predictive performance of existing strength models.

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 reference POCI-01-0247-FEDER-039755. The first author also acknowledges the support provided by FCT PhD individual fellowship 2019 with the reference of “SFRH/BD/148002/2019”.
Uncontrolled Keywords: FRP confinement, Heat-damaged concrete columns, Peak compressive strength, Unified model
Subjects: F200 Materials Science
H200 Civil Engineering
Department: Faculties > Engineering and Environment > Mechanical and Construction Engineering
Depositing User: Rachel Branson
Date Deposited: 27 Jan 2023 12:08
Last Modified: 29 Dec 2023 03:30
URI: https://nrl.northumbria.ac.uk/id/eprint/51257

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