Simulation of the ultimate conditions of fibre-reinforced polymer confined concrete using hybrid intelligence models

•Novel predictive models are developed for FRP- confined concrete.•Support Vector Regression is combined with meta-heuristic optimization algorithms.•The proposed hybrid models are compared with the existed design relations of the ultimate strain and strain capacities.•The proposed hybrid models sho...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Engineering failure analysis 2021-10, Vol.128, p.105605, Article 105605
Hauptverfasser: Ben Seghier, Mohamed El Amine, Kechtegar, Behrooz, Nait Amar, Menad, A.F.O. Correia, José, Trung, Nguyen-Thoi
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
Beschreibung
Zusammenfassung:•Novel predictive models are developed for FRP- confined concrete.•Support Vector Regression is combined with meta-heuristic optimization algorithms.•The proposed hybrid models are compared with the existed design relations of the ultimate strain and strain capacities.•The proposed hybrid models showed superior abilities in terms of accuracy and agreement. Fibre Reinforced Polymer (FRP) composites can provide efficient enhancements in terms of strength and deformability for concrete structures, in which accurate predictions of FRP confined concrete ultimate conditions is highly essential to maintain safety levels, further structural analysis and members design. In this paper, three novel hybrid intelligence models were proposed based on the hybridization of Support Vector Regression (SVR) model with three bio-inspired optimization algorithms as genetic algorithm (GA), particle swarm optimization (PSO) and Whale optimization algorithm (WOA) for predicting the ultimate conditions of FRP-confined concrete. Moreover, 15 existing empirical relations for the prediction of the ultimate strength and strain of FRP-confined concrete have been comprehensively reviewed. The performances of the empirical models and the proposed hybrid models as SVR-GA, SVR-PSO and SVR-WOA are evaluated and compared based on a large database, including 780 circular FRP-confined concrete specimens, which are collected from the open-source published experiments. By comparing the predicted results based on several statistical indicators, the proposed hybrid SVR-models are generally outperforming the existing empirical relations in terms of accuracy and agreement with the experimental database. SVR-WOA provides superior performances than SVR-PSO, SVR-GA and all existed empirical models. The root mean square error is improved using SVR-WOA by 0.9%, 14.9 % and 37% for the ultimate strain capacity, and 2.7%, 4.6% and 17.3% for the ultimate strength compared to SVR-PSO, SVR-GA and the best empirical relation, respectively.
ISSN:1350-6307
1873-1961
DOI:10.1016/j.engfailanal.2021.105605