ANALYTICAL, NUMERICAL AND EXPERIMENTAL EXAMINATION OF REINFORCED COMPOSITES BEAMS COVERED WITH CARBON FIBER REINFORCED PLASTIC

Kasimzade A. A., Tuhta S.

JOURNAL OF THEORETICAL AND APPLIED MECHANICS-BULGARIA, cilt.42, sa.1, ss.55-70, 2012 (ESCI) identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 42 Sayı: 1
  • Basım Tarihi: 2012
  • Doi Numarası: 10.2478/v10254-012-0004-1
  • Dergi Adı: JOURNAL OF THEORETICAL AND APPLIED MECHANICS-BULGARIA
  • Derginin Tarandığı İndeksler: Emerging Sources Citation Index (ESCI)
  • Sayfa Sayıları: ss.55-70
  • Anahtar Kelimeler: Carbon Fiber Reinforced Plastic (CFRP) strengthened structures, finite element method, moment capacity, maximum load
  • Ondokuz Mayıs Üniversitesi Adresli: Evet

Özet

In the article, analytical, numerical (Finite Element Method) and experimental investigation results of beam that was strengthened with fiber reinforced plastic-FRP composite has been given as comparative, the effect of FRP wrapping number to the maximum load and moment capacity has been evaluated depending on this results. Carbon FRP qualitative dependences have been occurred between wrapping number and beam load and moment capacity for repair-strengthen the reinforced concrete beams with carbon fiber. Shown possibilities of application traditional known analysis programs, for the analysis of Carbon Fiber Reinforced Plastic (CFRP) strengthened structures.