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Experimental and numerical studies on flexural behavior of high strength concrete beams containing waste glass

  • Haido, James H. (Department of Civil Engineering, College of Engineering, University of Duhok) ;
  • Zainalabdeen, Marwa A. (Department of Civil Engineering, College of Engineering, University of Duhok) ;
  • Tayeh, Bassam A. (Civil Engineering Department, Islamic University of Gaza)
  • Received : 2020.11.27
  • Accepted : 2021.02.14
  • Published : 2021.03.25
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Abstract

The behavior of concrete containing waste glass as a replacement of cement or aggregate was studied previously in the most of researches, but the present investigation focuses on the recycling of waste glass powder as a substitute for silica fume in high strength concrete (HSC). This endeavor deals with the efficiency of using waste glass powder, as an alternative for silica fume, in the flexural capacity of HSC beam. Thirteen members with dimensions of 0.3 m width, 0.15 m depth and 0.9 m span length were utilized in this work. A comparison study was performed considering HSC members and hybrid beams fabricated by HSC and conventional normal concrete (CC). In addition to the experiments on the influence of glass powder on flexural behavior, numerical analysis was implemented using nonlinear finite element approach to simulate the structural performance of the beams. Same constitutive relationships were selected to model the behavior of HSC with waste glass powder or silica fume to show the matching between the modeling outputs for beams made with these powders. The results showed that the loading capacity and ductility index of the HSC beams with waste glass powder demonstrated enhancing ultimate load and ductility compared with those of HSC specimens with silica fume. The study deduced that the recycled waste glass powder is a good alternative to the pozzolanic powder of silica fume.

Keywords

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