High Impact Factor : 4.396 icon | Submit Manuscript Online icon |

Examining the Buckling Strength of Stiffened Steel Plates That Have Longitudinal Stiffeners under Uniaxial Compression

Author(s):

Adil Abass Lone , Bharath University; Mogili Srikanth, Bharath University; Pavan Sai Gopal Kundeti, Koneru Lakshmaiah Educational foundation; Charitha Perivemula, Bharath University

Keywords:

Stiffened Plates; Buckling Analysis; Shell Element; Beam Element

Abstract

The importance of achieving increased stiffness with a high strength to weight ratio can be seen in many technical fields, particularly in the construction of ships and aeroplanes. Steel plates that have been strengthened are a frequent structural component. Use stiffeners of various sizes and shapes to stiffen plates in both the longitudinal and/or transverse directions. The critical stress at which the plate collapses is significantly raised by the stiffeners since they not only distribute the load across the smaller panels of the plate but also carry a portion of the load. In most cases, stiffened plates are made stronger by the application of stiffeners. Buckling is often how stiffened plates fail. the size of the subpanel, the form and size of the stiffener, and the number of evenly spaced stiffeners, among other aspects, are shown to have a significant impact on the final product.

Other Details

Paper ID: IJSRDV10I50212
Published in: Volume : 10, Issue : 5
Publication Date: 01/08/2022
Page(s): 168-172

Article Preview

Download Article