Effect of Partial Shear Connection on Strengthened Composite Beams with Externally Post-Tension Tendons

Faculty Engineering Year: 2017
Type of Publication: ZU Hosted Pages:
Authors:
Hesham Mohamed Fawzy Ibrahiem Shaban
Journal: Journal of Material Sciences & Engineering Journal of Material Sciences & Engineering Volume:
Keywords : Effect , Partial Shear Connection , Strengthened Composite    
Abstract:
Composite steel-concrete beams are used widely in bridges and buildings construction as the main structural elements in flexure. These structures have a design life and this may be reduced if loads are increased or environmental degradati
    
     
 
       

Author Related Publications

  • Hesham Mohamed Fawzy Ibrahiem Shaban , "Cyclic loading behavior on strengthened composite beams using external post-tensioning tendons (experimental study)", elsevier, 2021 More
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  • Hesham Mohamed Fawzy Ibrahiem Shaban , "Fatigue loading characteristic for the composite steel-concrete beams", frattura ed Integrita Strutturale, 2021 More
  • Hesham Mohamed Fawzy Ibrahiem Shaban , "The Effects of Shear Stud Distribution on the Fatigue Behavior of Steel–Concrete Composite Beams", Arabian Journal for Science and Engineering, 2020 More
  • Hesham Mohamed Fawzy Ibrahiem Shaban , "Design of Active Control System for Equivalent Single Degree of Freedom System SDOF", لايوجد, 1900 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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