Experimental and FE Parametric Study on Continuous Steel-Concrete Composite Beams Strengthened with CFRP Laminates

Faculty Engineering Year: 2017
Type of Publication: ZU Hosted Pages:
Authors:
Ayman Abdelsalam Mostafa Heissin
Journal: Journal of Bridge Engineering Elsevier Volume: 20
Keywords : Experimental , , Parametric Study , Continuous Steel-Concrete Composite    
Abstract:
This study investigates the improvement in the flexural capacity and cracking resistance of continuous steel-concrete composite beams strengthened with carbon-fiber-reinforced polymers (CFRP) laminates at the hogging moment regions. The exp
    
     
 
       

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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  • 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 More
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