Effect of Perforation in Channel Section for Resistibility against Shear Buckling

The steel structure have maximum complexity in designing against load bearing capacity as well as stability to withstand under different types of stresses, thus several types of sections were proposed to enhance stability under variable kind of loads, further channel section and I – sections have maximum capability to resist maximum stress and loads in different conditions. In present investigation analysis is performed on ABAQUS to identify the strength ability during unity load with shear buckling evaluation by performing simulation of shear buckling prediction using ABAQUS FEM package in channel section with different shape hole in web i.e. circular, elliptical, hexagonal, pentagonal and rhombus, the parameters and results were validated from present previous research work present in literature, these different hole profiles in channel section are investigated for shear stress, deformation, eigen value shear force, reaction force and shear buckling coefficient. Thus, minimum shear stress is found in hexagonal hole profiled channel section with respect to different hole diameter, IS 808 – 1989 was considered for design of channel section. Ram Raj Raghuwanshi | Abhay Kumar Jha "Effect of Perforation in Channel Section for Resistibility against Shear Buckling" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-1 , December 2021, URL: https://www.ijtsrd.com/papers/ijtsrd47811.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/47811/effect-of-perforation-in-channel-section-for-resistibility-against-shear-buckling/ram-raj-raghuwanshi