The synergic influence of nano-silica and carbon nano tube on self-compacting concrete

Aydın A. C., Nasl V. J., Kotan T.

JOURNAL OF BUILDING ENGINEERING, cilt.20, ss.467-475, 2018 (SCI-Expanded) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 20
  • Basım Tarihi: 2018
  • Doi Numarası: 10.1016/j.jobe.2018.08.013
  • Dergi Adı: JOURNAL OF BUILDING ENGINEERING
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Sayfa Sayıları: ss.467-475
  • Anahtar Kelimeler: Self-compacting concrete, High volume fly ash, Nano-silica, Carbon nano-tubes, Flexural toughness, AGGREGATE LIGHTWEIGHT CONCRETE, FIBER-REINFORCED CONCRETE, MECHANICAL-PROPERTIES, COMPRESSIVE STRENGTH, FLY-ASH, COMPACTABILITY, SCC, NANOPARTICLES, NANOTUBES, CEMENT
  • Atatürk Üniversitesi Adresli: Evet

Özet

The influence of nano-silica (NS), carbon nano-tube (CNT) and fly ash (FA) as solo, binary or ternary combination on fresh and hardened properties of self-compacting concretes (SCC) were investigated in this study. These materials were replaced with the certain portion of the cement. In scope of this study, the eight groups of mixes categorized into two categories with and without FA so that each category possessed a reference group and three other groups with only NS, CNT or both. Based on different previous studies, the optimum substitution percentages selected 2%, 0.08% and 40% for NS, CNT and FA, respectively. The slump-flow, V-Funnel and L-Box properties of the produced fresh concretes were investigated. Besides, compressive strength and flexural toughness properties of hardened concretes were determined and were compared with typical properties of SCC.