Finite Element Modeling of Externally Post-Tensioned Composite Beams

Faculty Engineering Year: 2015
Type of Publication: ZU Hosted Pages:
Authors:
Journal: Advances in Structural Engineering American Society of Civil Engineering Volume: 20
Keywords : Finite Element Modeling , Externally Post-Tensioned Composite    
Abstract:
Posttensioning has been used successfully to improve the performance of existing bridge structures. High-strength tendons can be used to effectively increase the ultimate capacity of composite beams. The main purpose of this paper is to dev
   
     
 
       

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

Department Related Publications

  • Eshak Ibrahiem Eshak Hana, "Influence Surfaces of Rectangular Plates with Different Support Conditions – Part2", 4th Arab Structural Eng. Conference, Vol.2, Cairo Univ., Nov. 1991., 1991 More
  • Eshak Ibrahiem Eshak Hana, "Design Aids and Comparative Study of Elastomeric Bearings for Bridges", Engineering Bulletin, Ain-Shams Univ., Vol.28, No.1, March 1993., 1993 More
  • Rania Mohamed Samier Mohamed Kamal Amien, "EFFECT OF DAMAGE ON THE STRUCTURAL TIME PERIOD", لايوجد, 1900 More
  • Atef Eraky Bakry Amien, "New", لايوجد, 1900 More
  • Hebaallah Mohamed Ali Wahba, "Effect of Cracking and Slab Openings on Lateral Behavior of Tall Buildings.", American Society of Civil Engineers (ASCE) 6th International Engineering & Construction Conference (IECC’6), Vol. 2, pp.839 – 851., 2010 More
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