scholarly journals New stability design methodology through overall linear buckling analysis

ce/papers ◽  
2019 ◽  
Vol 3 (3-4) ◽  
pp. 859-864
Author(s):  
József Szalai ◽  
Ferenc Papp
2009 ◽  
Vol 31 (1) ◽  
pp. 17-30 ◽  
Author(s):  
Dao Huy Bich

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.


Author(s):  
Kenji Yamamoto ◽  
Hayato Utebi

In order to analyze the buckling behavior of lattice shells stiffened by cables or slender braces without pre-tension, it is necessary to consider the no-compression property of braces. This paper proposes an innovative method of linear buckling analysis that considers the no-compression property of braces. Moreover, in order to examine the proposed method's validity, its results are compared with the results from a nonlinear buckling analysis with geometrical nonlinearity and material nonlinearity to express the no-compression property of braces. The results show that the proposed method can well-predict the buckling behaviors of lattice shells stiffened by tension braces.


2000 ◽  
Vol 2 (2) ◽  
pp. 245-249 ◽  
Author(s):  
Song Yun-tao ◽  
Yao Da-mao ◽  
Wu Song-tao ◽  
Weng Pei-de

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