Torsional effect on steel–concrete composite sections subjected to negative moment

Faculty Engineering Year: 2012
Type of Publication: ZU Hosted Pages: 18
Authors:
Souzan Ali Aboelbarakat
Journal: Materials and Structures Materials and Structures Volume:
Keywords : Torsional effect , steel–concrete composite sections subjected    
Abstract:
This article summarizes the results of 13 push-out specimens under the effect of different loading combinations including shear, torsion and negative bending moment. The objective of the project is to record the reductions in the capacity o
    
     
 
       

Author Related Publications

  • Souzan Ali Aboelbarakat, "“PARAMETRIC STUDY OF STEEL-CONCRETE COMPOSITE BEAMS UNDER COMBINED SHEAR, TORSION, AND POSITIVE OR NEGATIVE BENDING”", ASJCE, Ain Shams Journal of Civil Engineering, 2008 More
  • Souzan Ali Aboelbarakat, "EXPERIMENTAL AND NUMERICAL ANALYSIS OF COMPOSITE BEAMS STRENGTHENED BY CFRP LAMINATES IN HOGGING MOMENT REGION", Steel and Composite Structures, 2010 More
  • Souzan Ali Aboelbarakat, "NON-LINEAR FINITE ELEMENT ANALYSIS OF PRESTRESSED CONCRETE BEAMS", ASCE , 6th International Engineering and Construction, Conference (IECC’6), 2010 More
  • Souzan Ali Aboelbarakat, "Strengthening cast iron struts using carbon fibre reinforced polymers – Finite element modelling", Composites: Part B, 2011 More
  • Souzan Ali Aboelbarakat, "FINITE ELEMENT ANALYSIS OF ECCENTRICALLY LOADED CAST IRON STRUTS REINFORCED WITH CFRP", Advanced Composites in Construction (ACIC) International Conference 2011, UK, 2011 More

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