Effect of Steel Fibers Reinforced High Strength Self-Consolidating Concrete (SFRHSCC) on axially loaded columns reinforced longitudinally and transversely by GFRP bars

Faculty Engineering Year: 2015
Type of Publication: ZU Hosted Pages: 227-242
Authors:
Ahmed Samir Abdallah Eisa
Journal: International Journal of Civil and Structural Engineering Integrated Publishing Association, IPA Volume: 3
Keywords : Effect , Steel Fibers Reinforced High Strength    
Abstract:
Self-Consolidating Concrete (SCC) is a type of concrete, which provides high flow ability and cohesiveness when compared to conventional concrete. SCC offers several economical and technical benefits; and the use of steel fibers extends its
    
     
 
       

Author Related Publications

  • Ahmed Samir Abdallah Eisa, "Mechanical properties of fly ash based geopolymer concrete with full and partial cement replacement", Elsevier, 2016 More
  • Ahmed Samir Abdallah Eisa, "Mechanical and Fresh Properties of High Strength Self-Consolidating Concrete made with High Volumes of Supplementary Cementitious Materials", IOWA State University – Institute of Transportation, Center for Advanced Cement-Based Materials, ACBM, 2012 More
  • Ahmed Samir Abdallah Eisa, "Overview of Analytical Procedures to Predict Concrete Damage under Impulsive Loads", ASCE, 2012 More
  • Ahmed Samir Abdallah Eisa, "Flexural Behaviour of Steel Fibers Reinforced High Strength Self Compacting Concrete Slabs", International Journal of Engineering Inventions, IJEI, 2013 More
  • Ahmed Samir Abdallah Eisa, "Behavior of Reinforced Concrete Columns Strengthened using CFRP Sheets under Sustained Loading", Faculty of Engineering, Mansoura University, 2009 More

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