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Growing Science » Engineering Solid Mechanics » A combined numerical and statistical analysis for prediction of critical buckling load of the cylindrical shell with rectangular cutout

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Engineering Solid Mechanics

ISSN 2291-8752 (Online) - ISSN 2291-8744 (Print)
Quarterly Publication
Volume 7 Issue 1 pp. 35-46 , 2019

A combined numerical and statistical analysis for prediction of critical buckling load of the cylindrical shell with rectangular cutout Pages 35-46 Right click to download the paper Download PDF

Authors: Omid Sam Daliri, Mohammadreza Farahani, Majid Farhang

DOI: 10.5267/j.esm.2018.12.001

Keywords: Circular cylindrical shell, Critical buckling load, Cutout, Finite element simulation, Statistical analysis

Abstract: Detecting how a cutout affects the critical buckling load in circular cylindrical shell is a serious issue for the design of the shells used in marine structures, aerospace and automobile applications. In this paper, buckling behavior of aluminum cylindrical shell with rectangular cutout, subjected to axial pressure was studied by means of finite element simulations. The effects of geometric parameters (R, t, a, b and L) on the first buckling mode capacity of the shell were studied. The effects of these factors and their interaction effects were investigated by combined numerical and statistical analysis. The results show that R/b, t and Rt/b were the main effective factors of critical buckling load. Based on the statistical analysis, a model for prediction of the critical buckling load was obtained with an accuracy equal to 95% (R2, R2 (pred) and R2 (adj)). This equation could be used to predict the critical buckling load of an isotropic circular shell with a rectangular cutout.

How to cite this paper
Daliri, O., Farahani, M & Farhang, M. (2019). A combined numerical and statistical analysis for prediction of critical buckling load of the cylindrical shell with rectangular cutout.Engineering Solid Mechanics, 7(1), 35-46.

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Journal: Engineering Solid Mechanics | Year: 2019 | Volume: 7 | Issue: 1 | Views: 2054 | Reviews: 0

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