Predictive model for confinement pressure of partially FRP confined concrete columns
Publish place: 12th National Congress of Civil Engineering
Publish Year: 1399
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
NCCE12_101
تاریخ نمایه سازی: 22 آبان 1399
Abstract:
Nowadays, application of FRP wraps is a common approach for strengthening columns. Various relationships have been proposed to determine the compressive strength of FRP confined concrete taking advantage of the confinement pressure. It should be noted that in some cases partial confinement is used due to some reasons. Therefore, the FRP confinement pressure differs with the case of continues confinement because of non-uniform distribution of confinement pressure. Therefore, modified relations for confinement pressure are required. Accordingly, in the present study, the authors try to propose a new and more accurate model for the confinement pressure of partially confined circular and square columns using experimental results and the Multi-Expression Programming (MEP).
Keywords:
Confinement pressure , FRP , Partial confinement , Compressive strength , Circular and Square section.
Authors
Alireza Arabshahi
Graduate Student, Department of Civil and Environmental Engineering, Ferdowsi University of Mashhad
Nima Gharaei-Moghaddam
Phd, Postgraduate Student , Department of Civil and Environmental Engineering, Ferdowsi University of Mashhad
Mohammad Meghdadian
Phd, Postgraduate Student , Department of Civil and Environmental Engineering, Ferdowsi University of Mashhad
Mohammadreza Tavakkolizadeh
Assistant Professor, Department of Civil and Environmental Engineering, Ferdowsi University of Mashhad