FE Analysis and Parametric Study of Continuous Steel-Concrete Composite Beams Stiffened with Post-tensioned Tendons

Faculty Engineering Year: 2018
Type of Publication: ZU Hosted Pages:
Authors:
Ayman Abdelsalam Mostafa Heissin
Journal: Journal of Advances in Structural Engineering SAGE Volume: 21
Keywords : , Analysis , Parametric Study , Continuous Steel-Concrete Composite    
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

  • Ayman Abdelsalam Mostafa Heissin, "Parametric Study for Post-Tensioned Composite Beams with External Tendons", ٍSAGE, 2017 More
  • Ayman Abdelsalam Mostafa Heissin, "Fatigue tests on steel-concrete composite beams subjected to sagging moments", American Society of Civil Engineering, 2019 More
  • Ayman Abdelsalam Mostafa Heissin, "Steel–ConcreteCompositeBeamsStrengthenedwith ExternallyPost-TensionedTendonsunderFatigue", American Society of Civil Engineering, 2019 More
  • Ayman Abdelsalam Mostafa Heissin, "Behavior of Precast Prestressed Concrete Segmental Beams", License CC BY 4.0, 2018 More
  • Ayman Abdelsalam Mostafa Heissin, "Finite Element Modeling of Externally Post-Tensioned Composite Beams", American Society of Civil Engineering, 2015 More

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