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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
Staff Zu Site
Abstract In Staff Site
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
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Ahmed Samir Abdallah Eisa, "Mechanical properties of fly ash based geopolymer concrete with full and partial cement replacement", Elsevier, 2016
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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
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Ahmed Samir Abdallah Eisa, "Overview of Analytical Procedures to Predict Concrete Damage under Impulsive Loads", ASCE, 2012
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Ahmed Samir Abdallah Eisa, "Flexural Behaviour of Steel Fibers Reinforced High Strength Self Compacting Concrete Slabs", International Journal of Engineering Inventions, IJEI, 2013
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Ahmed Samir Abdallah Eisa, "Behavior of Reinforced Concrete Columns Strengthened using CFRP Sheets under Sustained Loading", Faculty of Engineering, Mansoura University, 2009
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Elsayed saad Abdelsalam Salman, "S. Abdel Salam, A. Akl, O. Shallan, “DYNAMIC ANALYSIS OF TUNNEL”, Proceedings of the International Congress on Tunneling and ground Conditions, 3-7 April 1994, national Authority for Tunnels, Cairo, Egypt.", Proceedings of the International Congress on Tunneling and ground Conditions national Authority for Tunnels, Cairo, Egypt., 1994
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