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Effects of nano-silica and micro-steel fiber on the engineering properties of ultra-high performance concrete

  • Hakeem, Ibrahim Y. (Department of Civil Engineering, Najran University) ;
  • Amin, Mohamed (Civil and Architectural Constructions Department, Faculty of Technology and Education, Suez University) ;
  • Abdelsalam, Bassam Abdelsalam (Civil and Architectural Constructions Department, Faculty of Technology and Education, Suez University) ;
  • Tayeh, Bassam A. (Civil Engineering Department, Faculty of Engineering, Islamic University of Gaza) ;
  • Althoey, Fadi (Department of Civil Engineering, Najran University) ;
  • Agwa, Ibrahim Saad (Civil and Architectural Constructions Department, Faculty of Technology and Education, Suez University)
  • Received : 2021.02.22
  • Accepted : 2022.02.08
  • Published : 2022.05.10

Abstract

This study investigates the effects of nano silica (NS) and micro steel fiber on the properties of ultra-high-performance concrete (UHPC). The experimental consists of three groups, each one with five percentages of NS content (0%, 2%, 4%, 6% and 8%) in addition to the 20% silica fume and 20% quartz powder proportioned according to the weight of cement added to the mixtures. In addition, three percentages of micro steel fibers (0%, 1% and 2%) were considered. Different mixtures with varying percentages of NS and micro steel fibers were prepared to set the water-to-binder ratio, such as 0.16% and 1.8% superplasticizer proportioned according the weight of the binder materials. The fresh properties, mechanical properties and elevated temperatures of the mixtures were calculated. Then, the results from the microstructure analyses were compared with that of the reference mixtureand it was found that 6% replacement of cement with NS was optimum replacement level. When the NS content was increased from 0% to 6%, the air content and permeability of the mixture decreased by 35% and 39%, the compressive and tensile strength improved by 21% and 18% and the flexural strength and modulus of elasticity increased by 20% and 11.5%, respectively. However, the effect of micro steel fibres on the compressive strength was inconclusive. The overall results indicate that micro steel fibres have the potential to improve the tensile strength, flexure strength and modulus of elasticity of the UHPC. The use of 6% NS together with 1% micro-steel fiber increased the concrete strength and reduce the cost of concrete mix.

Keywords

Acknowledgement

Authors would like to acknowledge the support of the Deputyship for Research and Innovation- Ministry of Education, Kingdom of Saudi Arabia for this research through a grant (NU/IFC/ENT/01/016) under the institutional Funding Committee at Najran University, Kingdom of Saudi Arabia.

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