FEA Modelling of Externally-Strengthened Concrete Beam with CFRP Plates Under Flexural Test

This study concentrates on FEA modelling of concrete beam strengthened with externally bonded CFRP lates under bending by using Traction Separation Law (TSL) as constitutive law to require maximum cohesive stress and fracture energy values. The FEA models were developed following experimental work r...

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Bibliographic Details
Published in:International Journal of Integrated Engineering
Main Author: Maulana M.R.; Ahmad H.; Mansor H.
Format: Article
Language:English
Published: Penerbit UTHM 2022
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85138177068&doi=10.30880%2fijie.2022.14.05.029&partnerID=40&md5=6fdea8d68616769fc0dac09b45eb51fe