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Flexural Behaviour of Steel Fibers Reinforced High Strength Self Compacting Concrete Slabs
Faculty
Engineering
Year:
2013
Type of Publication:
ZU Hosted
Pages:
1-11
Authors:
Ahmed Samir Abdallah Eisa
Staff Zu Site
Abstract In Staff Site
Journal:
International Journal of Engineering Inventions International Journal of Engineering Inventions, IJEI
Volume:
5
Keywords :
Flexural Behaviour , Steel Fibers Reinforced High
Abstract:
Steel Fibers Reinforced High Strength Self-Compacting Concrete (SFRHSCC) of high ductility was developed. An experimental program was carried out to evaluate the contribution of steel fibers reinforced high strength self compacting concrete
Author Related Publications
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, "Behavior of Reinforced Concrete Columns Strengthened using CFRP Sheets under Sustained Loading", Faculty of Engineering, Mansoura University, 2009
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Ahmed Samir Abdallah Eisa, "Shear Strength of R.C. Beams", Schulich School of Engineering, University of Calgary, Calgary, Alberta, Canada, 2007
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Department Related Publications
Mohammed Elazab Ahmed Elkelany , "METHODS FOR ACHIEVEMENT UNIFORM STRESSES DISTRIBUTION UNDER THE FOUNDATION", International Journal of Civil Engineering and Technology (IJCIET), 2016
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Nagwa Ragab Mahmoud Elsakhawy, "METHODS FOR ACHIEVEMENT UNIFORM STRESSES DISTRIBUTION UNDER THE FOUNDATION", International Journal of Civil Engineering and Technology (IJCIET), 2016
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Elsayed saad Abdelsalam Salman, "S. Abdel Salam, “CONTINUOUS HAUNCHED BEAMS WITH EQUAL SPANS : FINITE ELEMENT ANALYSIS”, Proceedings of the Tenth Annual Operation Research Confe., Zagazig Univ., 9 - 10 April, 1985.", Proceedings of the Tenth Annual Operation Research Confe., Zagazig Univ., 1985
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Elsayed saad Abdelsalam Salman, "S. Abdel Salam, “EXPERIMENTAL STRESS ANALYSIS OF TWO HINGED FRAME”, Bulletin of Faculty of Eng., Cairo Univ., No. 2, 1985.", Bulletin of Faculty of Eng., Cairo Univ., No. 2, 1985
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Elsayed saad Abdelsalam Salman, "S. Abdel Salam, O. Shallan, T. Saker, H. Elsayed. “NONLINEAR SEISEMIC ANALYSIS OF COUPLED SHEAR WALLS SOIL INTERACTION”. Proceeding of 7th International Conf. On Multi – Purpose High – Rise Towers and Tall Building , IFHS 2005 Dubai, UAE, D", The dynamic interactions between soil and shear walls play an important role in the seismic response of structures which changes the natural frequenci, 2005
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