Numerical investigation on effective spans ranges of perforated steel beams

Faculty Engineering Year: 2021
Type of Publication: ZU Hosted Pages:
Authors:
Journal: Structures Elsevier Volume:
Keywords : Numerical investigation , effective spans ranges , perforated    
Abstract:
In this research a finite element model (FEM) is developed for analyzing the load bearing capacity of PSBs compared to the parent beams. An extensive parametric study is used to investigate the effects of web opening shapes, cutting leng
   
     
 
       

Author Related Publications

  • Mahmoud Tolba Mohamed Tolba Nawar , "Numerical analysis of underground tunnels subjected to surface blast loads", Frattura ed Integrità Strutturale, 2021 More
  • Mahmoud Tolba Mohamed Tolba Nawar , "Enhancing Static Resistance Efficiency of Steel Stud Wall Systems for Blast Design Using New Section Geometries", Elsevier, 2021 More
  • Mahmoud Tolba Mohamed Tolba Nawar , "Modeling and testing of laminated window systems under blast loading", (merican Society of Civil Engineers (ASCE, 2011 More
  • Mahmoud Tolba Mohamed Tolba Nawar , "Modelling and analysis of two-way composite slabs", Elsevier Ltd, 2009 More
  • Mahmoud Tolba Mohamed Tolba Nawar , "Modeling and Shock Tube Testing of Architectural Glazing Systems for Blast Resistance", American Society of Civil Engineers (ASCE, 2015 More

Department Related Publications

  • Magdy Khalaf Khamis Abdelrahman , "Repair of cracked R.C. beams in flexure", 1991 More
  • Hanaa Alsayed Elsayed Abdelmoteleb, "Retrofitting of existing buildings by using viscous dampers: Performance-based approach", Elsevier, 2025 More
  • Shorouq Sami Kamel Mohammed Essa, "Retrofitting of existing buildings by using viscous dampers: Performance-based approach", Elsevier, 2025 More
  • Tharwat Ali Mohamed Sakr, "Retrofitting of existing buildings by using viscous dampers: Performance-based approach", Elsevier, 2025 More
  • Amro Gamal Elsayed Elsayed Ghoniem, "Lightweight Fiberglass Concrete Beams of Varying Steel Reinforcement and Shear-Span Depth Ratios", University of Tehran, 2024 More
Tweet