Non-linear buckling analysis of FGM toroidal shell segments filled inside by an elastic medium under external pressure loads including temperature effects

2016 ◽  
Vol 87 ◽  
pp. 75-91 ◽  
Author(s):  
Dao Huy Bich ◽  
Dinh Gia Ninh ◽  
Tran Ich Thinh
Keyword(s):  
Elastic Medium ◽  
Temperature Effects ◽  
External Pressure ◽  
Buckling Analysis ◽  
Toroidal Shell ◽  
Linear Buckling ◽  
Non Linear ◽  
Linear Buckling Analysis

scholarly journals Non-linear buckling analysis of functionally graded shallow spherical shells

2009 ◽  
Vol 31 (1) ◽  
pp. 17-30 ◽  
Author(s):  
Dao Huy Bich
Keyword(s):  
External Pressure ◽  
Buckling Analysis ◽  
Functionally Graded ◽  
Power Law Distribution ◽  
Governing Equations ◽  
Spherical Shells ◽  
Buckling Loads ◽  
Linear Buckling ◽  
Non Linear ◽  
Linear Buckling Analysis

In the present paper the non-linear buckling analysis of functionally graded spherical shells subjected to external pressure is investigated. The material properties are graded in the thickness direction according to the power-law distribution in terms of volume fractions of the constituents of the material. In the formulation of governing equations geometric non-linearity in all strain-displacement relations of the shell is considered. Using Bubnov-Galerkin's method to solve the problem an approximated analytical expression of non-linear buckling loads of functionally graded spherical shells is obtained, that allows easily to investigate stability behaviors of the shell.

scholarly journals Non-linear buckling analysis of imperfect thin spherical pressure hull for manned submersible

2017 ◽  
Vol 2 (4) ◽  
pp. 293-300 ◽  
Author(s):  
SB. Pranesh ◽  
Deepak Kumar ◽  
V. Anantha Subramanian ◽  
D. Sathianarayanan ◽  
GA. Ramadass
Keyword(s):  
Buckling Analysis ◽  
Linear Buckling ◽  
Non Linear ◽  
Manned Submersible ◽  
Linear Buckling Analysis ◽  
Spherical Pressure

scholarly journals Prediction of Nominal Compressive Strength in Steel Piles Subject to Corrosion Losses: A Finite Element Approach

2020 ◽  
Vol 9 (1) ◽  
pp. 24-30
Author(s):  
Breanna Bailey ◽  
Sidiq A. Osomo
Keyword(s):  
Finite Element ◽  
Compressive Strength ◽  
Buckling Analysis ◽  
Cross Sectional ◽  
Steel Construction ◽  
Linear Buckling ◽  
Non Linear ◽  
Post Buckling ◽  
Element Approach ◽  
Linear Buckling Analysis

 This paper presents a method for predicting the nominal compressive strength of steel I-shaped piles subject to cross-sectional losses caused by corrosion.  The method requires a finite element linear buckling analysis of the corroded cross-section.  Results from the finite element buckling analysis may be integrated into design capacity equations contained in the 15th edition of the American Institute of Steel Construction Steel Construction Manual.  Non-linear post-buckling analyses were used to verify the accuracy of the proposed method.  Three cross-sectional geometries (W14x82, W14x90, and W14x120) were analyzed at varying degrees of cross-sectional loss.  Results show close agreement between the non-linear finite element analyses and the proposed method of calculating nominal compressive strength.

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