4.5 Article

Punching shear capacity estimation of FRP-reinforced concrete slabs using a hybrid machine learning approach

Journal

STRUCTURE AND INFRASTRUCTURE ENGINEERING
Volume 12, Issue 9, Pages 1153-1161

Publisher

TAYLOR & FRANCIS LTD
DOI: 10.1080/15732479.2015.1086386

Keywords

Fibre-reinforced polymers; ultimate punching capacity; concrete slab; firefly algorithm; machine learning; least squares support vector machines

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Fibre-reinforced polymer (FRP) provides an alternative reinforcement for concrete flat slabs. This research proposes a hybrid machine learning model for predicting the ultimate punching shear capacity of FRP-reinforced slabs. The model employs the least squares support vector machine (LS-SVM) to discover the mapping between the influencing factors and the slab punching capacity. Furthermore, the firefly algorithm (FA), a population-based metaheuristic, is utilised to facilitate the LS-SVM training. A data-set which contains actual tests of FRP-reinforced concrete slabs is utilised to construct and verify the proposed approach. The contribution of this research is to establish a hybrid machine method, based on the LS-SVM and FA algorithms, for meliorating the prediction accuracy of FRP-reinforced slabs' ultimate punching shear capacity. Experimental results demonstrate that the new model has achieved roughly 55 and 15% reductions in terms of Root Mean Squared Error compared with the formula-based and Artificial Neural Network methods, respectively.

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