Artificial neural network models for FRP-repaired concrete subjected to pre-damaged effects

• Main Authors: Ma, C. K., Lee, Y. H., Awang, A. Z., Omar, W., Mohammad, S., Liang, M.
• Format: Article
• Published: Springer London 2017
• Subjects: TA Engineering (General). Civil engineering (General)
• Online Access: http://eprints.utm.my/id/eprint/77198/; https://www.scopus.com/inward/record.uri?eid=2-s2.0-85021807427&doi=10.1007%2fs00521-017-3104-7&partnerID=40&md5=deaa6fe7c40f27602063cc069869fa22

Confining damaged concrete columns using fibre-reinforced concrete (FRP) has proven to be effective in restoring strength and ductility. However, extensive experimental tests are generally required to fully understand the behaviour of such columns. This paper proposes the artificial neural networks (ANNs) models to simulate the FRP-repaired concrete subjected to pre-damaged loading. The models were developed based on two databases which contained the experimental results of 102 and 68 specimens for restored strength and strain, respectively. The proposed models agreed well with testing data with a general correlation factor of more than 97%. Subsequently, simplified equations in designing the restored strength and strain of FRP-repaired columns were proposed based on the trained ANN models. The proposed equations are simple but reasonably accurate and could be used directly in the design of such columns. The accuracy of the proposed equations is due to the incorporation of most affecting factors such as pre-damaged level, concrete compressive strength, confining pressure and ultimate confined concrete strength.