Steel–ConcreteCompositeBeamsStrengthenedwith ExternallyPost-TensionedTendonsunderFatigue

Faculty Engineering Year: 2019
Type of Publication: ZU Hosted Pages:
Authors:
Journal: Civil Engineering Journal American Society of Civil Engineering Volume: 4
Keywords : Steel–ConcreteCompositeBeamsStrengthenedwith ExternallyPost-TensionedTendonsunderFatigue    
Abstract:
External post-tensioning (PT) by means of high-strength steel cables can be used to effectively increase the ultimate capacity of steel–concretecompositebeams.Limitedresearchexistsonthefatiguebehaviorofsuchstrengthening,andtherefore,thispap
   
     
 
       

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, "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
  • Ayman Abdelsalam Mostafa Heissin, "FE Analysis and Parametric Study of Continuous Steel-Concrete Composite Beams Stiffened with Post-tensioned Tendons", SAGE, 2018 More

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