An experimental investigation on fracture parameters of recycled aggregate concrete with optimized ball milling method

Dilbas H., Çakır Ö., Yildirim H.

CONSTRUCTION AND BUILDING MATERIALS, cilt.252, 2020 (SCI-Expanded) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 252
  • Basım Tarihi: 2020
  • Doi Numarası: 10.1016/j.conbuildmat.2020.119118
  • Dergi Adı: CONSTRUCTION AND BUILDING MATERIALS
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus, Academic Search Premier, Aerospace Database, CAB Abstracts, Communication Abstracts, Compendex, INSPEC, Metadex, Veterinary Science Database, Civil Engineering Abstracts
  • Anahtar Kelimeler: Ball milling method, Optimization, Treated recycled aggregate, Mechanical properties, Fracture parameters, QUASI-BRITTLE FRACTURE, DOUBLE-K CRITERION, CRACK-PROPAGATION, SILICA FUME, BEHAVIOR, COARSE, QUALITY, RUBBER
  • Yıldız Teknik Üniversitesi Adresli: Evet

Özet

In this paper, Ball Milling Method (BMM) is employed on recycled aggregate (RA) with an optimization process which is conducted to enhance RA efficiently eliminating attached old mortar (AOM) content in RA. Various combinations of drum rotation (R) (100-200-300-400-500) and the steel balls (S) (0-2-5-7-10-12) applied to the recycled aggregate during the BMM process and treated recycled aggregates (RAi) are obtained. The mechanical properties (compressive, splitting tensile and flexural strength values and elasticity modulus) and the non-linear fracture parameters (effective crack length, crack mouth opening displacement, crack tip opening displacement, initial cracking toughness, unstable fracture toughness and fracture energy) of concretes including untreated and treated recycled aggregate (RAi) are determined. The test results proved that the water absorption values of recycled aggregates in the size of 4-11.2 mm and 11.2-22.4 mm reduced from 8.80% to 1.40% and 8.95% to 0.84%, respectively, after treatment process. It is also found that the compressive strength of concretes are marginally affected with the use of treated recycled aggregate (RAi) up to 60% which is twofold of the optimum recycled aggregate proportion given in the literature. Moreover, 60% RAi content in concrete can be recommended in terms of fracture characteristics (a(c), CMODc, CTODc, K-ic(ini), K-ic(un) and G(F)). (C) 2020 Elsevier Ltd. All rights reserved.