Finite element analysis and parametric study of continuous steel–concrete composite beams stiffened with post-tensioned tendons

Faculty Engineering Year: 2017
Type of Publication: ZU Hosted Pages:
Authors:
Souzan Ali Aboelbarakat
Journal: Advances in Structural Engineering SAGE Volume:
Keywords : Finite element analysis , parametric study , continuous    
Abstract:
Externally post-tensioned tendons can cause an initial compressive stress in steel–concrete composite sections at the hogging moment region, and then a part of the tensile stress in the concrete flange can be relieved. This study presents a
    
     
 
       

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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