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      • مشاهده مورد
      •   صفحهٔ اصلی
      • نشریات انگلیسی
      • Journal of Rehabilitation in Civil Engineering
      • Volume 4, Issue 2
      • مشاهده مورد
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      Effect of Organic and Inorganic Matrix on the Behavior of FRP-Wrapped Concrete Cylinders

      (ندگان)پدیدآور
      Sadrmomtazi, AliKhabaznia, MasoudTahmouresi, Behzad
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      نوع مدرک
      Text
      Regular Paper
      زبان مدرک
      English
      نمایش کامل رکورد
      چکیده
      There is an increased use of fiber reinforced polymer composites (FRPC) in a wide area of engineering fields for various reasons including, ease of transportation and installation, high strength to weight ratio and favorable durability in different conditions. On the other hand, the use of this material as confining shells has been an interesting matter for retrofit, strengthening and construction of quasi-structural column systems. In this research, concrete cylinders with 150 mm diameter and 300 mm height were made, and effect of organic (epoxy-based) and inorganic (cementitious-based) matrices on strength behavior and ductility of cylinders wrapped in one and two-ply carbon, basalt and glass fabrics were studied. Results show that compressive strength of wrapped cylinders was 1.11 to 2.42 times higher than unwrapped ones. Also, there was a considerable 10 times increase in cylinders' ultimate strain. Effects of confinement upgrade (from one to two-ply) were 3% to 26% increase for compressive strength and 17% to 41% for failure strain. Fabrics' quantity performance was Carbon > Basalt > Glass.
      کلید واژگان
      Fabric
      Confinement
      ductility
      Organic matrix
      Inorganic matrix
      External Strengthening Using FRP Composites

      شماره نشریه
      2
      تاریخ نشر
      2016-08-01
      1395-05-11
      ناشر
      Semnan University
      سازمان پدید آورنده
      Associate Professor, Department of Civil Engineering, University of Guilan, Rasht, Iran
      M.Sc., Structural Engineering, Campuses2, University of Guilan, Rasht, Iran
      M.Sc., Structural Engineering, University of Guilan, Rasht, Iran

      شاپا
      2345-4415
      2345-4423
      URI
      https://dx.doi.org/10.22075/jrce.2017.1763.1154
      https://civiljournal.semnan.ac.ir/article_2260.html
      https://iranjournals.nlai.ir/handle/123456789/409267

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