Improving Punching Shear Resistance of Slab Column Connections by using High Strength Self Compacting Concrete with Steel Fibers

Faculty Engineering Year: 2012
Type of Publication: ZU Hosted Pages: 1673-1685
Authors:
Ahmed Samir Abdallah Eisa
Journal: 8th International Conference on Concrete in the Low Carbon Era, Dundee, Scotland, UK University of Dundee – Concrete Technology Unit Volume:
Keywords : Improving Punching Shear Resistance , Slab Column    
Abstract:
This paper deals with behavior and capacity of steel fiber reinforced high strength self compacting concrete (SFRHSCC) slabs under punching shear force. Steel fibers can significantly enhance toughness of concrete and inhibit the initiati
    
     
 
       

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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