Non-linear analysis of steel fibre reinforced concrete-filled steel tube columns

Guler S., Lale E., Aydogan M.

PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, cilt.166, sa.6, ss.298-306, 2013 (SCI-Expanded) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 166 Sayı: 6
  • Basım Tarihi: 2013
  • Doi Numarası: 10.1680/stbu.11.00070
  • Dergi Adı: PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Sayfa Sayıları: ss.298-306
  • Anahtar Kelimeler: codes of practice & standards, composite structures, computational mechanics, HIGH-STRENGTH CONCRETE, PLASTIC-DAMAGE MODEL, BEHAVIOR, DESIGN
  • İstanbul Teknik Üniversitesi Adresli: Evet

Özet

This paper investigates the behaviour of circular steel fibre reinforced concrete-filled steel tube columns using experimental and numerical results. Seven circular steel fibre reinforced concrete-filled steel tube columns were tested under axial load. The experimental results were compared with finite-element analysis results and various design codes. The commercial finite-element program Abaqus was used in the analysis. The plastic-damage concrete model was employed to represent the behaviour of concrete. The results showed good agreement between the finite-element model and the test results. The largest difference in axial load capacity between the test results and the finite-element analysis was 8%. The reliability of design codes was analysed in terms of agreement with the experimental results.