SHEAR STRENGTHENING OF RC BEAMS SUBJECTED TO CYCLIC LOAD USING CFRP STRIPS

Creative Commons License

Şakar G.

ADVANCED COMPOSITES LETTERS, cilt.17, sa.6, ss.203-211, 2008 (SCI-Expanded, Scopus) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 17 Sayı: 6
  • Basım Tarihi: 2008
  • Doi Numarası: 10.1177/096369350801700604
  • Dergi Adı: ADVANCED COMPOSITES LETTERS
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Sayfa Sayıları: ss.203-211
  • Anahtar Kelimeler: Shear strengthening, CFRP strip, Cyclic Load, Reinforced concrete beam, Anchorage, T-SECTION BEAMS, POLYMER COMPOSITES, CONSTRUCTION, PLATES
  • Açık Arşiv Koleksiyonu: AVESİS Açık Erişim Koleksiyonu
  • Dokuz Eylül Üniversitesi Adresli: Evet

Özet

An experimental investigation was conducted to study the effect of composite carbon fabric shear reinforcement on the ultimate strength and behaviour of reinforced concrete beam. Shear deficient specimens were strengthened by using side-bonded and wrapped CFRP straps. Eight beams were fabricated and tested under the cyclic loads. The main objective of the study is to obtain ductile flexural behaviour from the shear deficient RC beams. To verify the reliability of shear design equations and guidelines, experimental results were compared With all common guidelines and published design equations.