Omar Mezghanni

ORCID: 0009-0009-2938-5825
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About
Contact & Profiles
Research Areas
  • Structural Load-Bearing Analysis
  • Vibration and Dynamic Analysis
  • Structural Behavior of Reinforced Concrete
  • Structural Analysis of Composite Materials
  • Mechanical Behavior of Composites
  • Innovations in Concrete and Construction Materials
  • Structural Analysis and Optimization
  • Innovative concrete reinforcement materials
  • Concrete Corrosion and Durability

University of Sfax
2020-2023

National Engineering School of Tunis
2013-2020

Institut Pascal
2013

Tunis University
2013

Tunis El Manar University
2013

Université Clermont Auvergne
2013

Centre National de la Recherche Scientifique
2013

Abstract The behavior of web panels in steel elements loaded compression is characterized by buckling. Thus, their resistance controlled local or global buckling according to the slenderness. To limit risk instability which tends reduce capacity this type compressed panels, transverse stiffeners are added. stiffened panel evaluated considering a column element with cross‐section composed stiffener and part web. In order observe these sections, an experimental campaign was carried out on two...

10.1002/cepa.1841 article EN ce/papers 2022-09-01

Abstract To study the compression zone in steel connections, web panels loaded by double opposite patch loading are analyzed using experimental tests and finite element model. The stiffened transverse stiffeners with different configurations considering partial or full height positions (intermediate edge). A total of 24 panels, hot rolled welded I sections, have been tested. to flanges. resistances obtained from load‐displacement curves. results compared those given model based on shell...

10.1002/cepa.1370 article EN ce/papers 2021-09-01
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