Hyperbox Modelling for Externally Bonded Carbon Fibre Reinforced Polymers on Beams
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Détails bibliographiques
Auteur(s): |
Alvin Chua
(De La Salle University – Manila, NCR, Philippines)
Ongpeng Jason Maximino (De La Salle University – Manila, NCR, Philippines) Aviso Kathleen (De La Salle University – Manila, NCR, Philippines) |
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Médium: | papier de conférence | ||||
Langue(s): | anglais | ||||
Conférence: | IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022 | ||||
Publié dans: | IABSE Symposium Prague 2022 | ||||
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Page(s): | 1910-1918 | ||||
Nombre total de pages (du PDF): | 9 | ||||
DOI: | 10.2749/prague.2022.1910 | ||||
Abstrait: |
Carbon fibre reinforced polymers (CFRPs) are common retrofitting materials accounting for their high strength, light weight, durability, among others. Due to the lack of a worldwide consensus, much research about externally bonded (EB) FRPs on beams focus on determining the shear capacity contribution (𝑉𝑉𝑓𝑓), in which a parameter called the effective strain (𝜀𝜀𝑓𝑓𝑓𝑓) is often used. The 𝜀𝜀𝑓𝑓𝑓𝑓 is often limited by the governing failure mode (typically debonding). Factors like the complexity of shear phenomenon and composite systems hinder such consensus. Machine learning (ML) applications have been used to model complex behaviour using datasets. A hyperbox modelling ML approach with mixed-integer linear programming (MILP) is used, providing interpretability and versatility in results modelling. This study determines the 𝑉𝑉𝑓𝑓 sufficiency of EB CFRPs on beams while minimizing prediction errors through the 8 rule-based models produced for the EB CFRP configurations. |
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Copyright: | © 2022 International Association for Bridge and Structural Engineering (IABSE) | ||||
License: | Cette oeuvre ne peut être utilisée sans la permission de l'auteur ou détenteur des droits. |