Prediction of the failure strain of FRP sheets on confined concrete columns with circular cross-section

Abstract

Purpose

In this paper a model for the prediction of the failure strain of fiber reinforced polymer (FRP) sheets is proposed, based on a significant database consisting of results reported in the literature for concrete columns with circular cross-section confined with carbon, glass and aramid fiber reinforced polymers. This study aims to analyze the aforementioned model.

Design/methodology/approach

Significant experimental research on the confinement of columns externally wrapped with FRP has been carried out in the last decades. Several models of confined concrete have been proposed using different approaches for the prediction of the failure strain of FRP sheets. The majority of those proposals were developed to be simple, thus significant differences with experimental results can be found.

Findings

The results of a total of 572 specimens were considered. Statistical analysis was used to derive a regression model, which relates the outcome to a set of predictors of interest using linear assumptions.

Originality/value

The proposed model is shown to be more accurate than other proposals found in the literature.

Citation

Silva Lobo, P., Jesus, M. and Freitas, P.S.A. (2023), "Prediction of the failure strain of FRP sheets on confined concrete columns with circular cross-section", International Journal of Structural Integrity, Vol. 14 No. 1, pp. 19-43. https://doi.org/10.1108/IJSI-03-2022-0045