Effect of Auxetic Core on the Nonlinear Buckling Analysis of Sandwich Graphene-Reinforced Composite Plates

2021 ◽  
pp. 167-175
Author(s):  
Nguyen Van Tien ◽  
Dang Thuy Dong ◽  
Vu Minh Duc ◽  
Tran Quang Minh ◽  
Nguyen Thi Phuong ◽  
...  
Keyword(s):  
Composite Plates ◽  
Buckling Analysis ◽  
Nonlinear Buckling ◽  
Reinforced Composite ◽  
Nonlinear Buckling Analysis

Euler–Bernoulli Pile Element for Nonlinear Buckling Analysis of Single Piles in Slope

2021 ◽  
Vol 21 (9) ◽  
pp. 04021170
Author(s):  
Weihang Ouyang ◽  
Si-Wei Liu ◽  
Jianhong Wan ◽  
Yi Yang
Keyword(s):  
Buckling Analysis ◽  
Nonlinear Buckling ◽  
Single Piles ◽  
Nonlinear Buckling Analysis

Linear Buckling Analysis Considering No-compression Property of Metal Grid Shells Stiffened by Tension Braces

2021 ◽  
Vol 62 (3) ◽  
pp. 195-205
Author(s):  
Kenji Yamamoto ◽  
Hayato Utebi
Keyword(s):  
Geometrical Nonlinearity ◽  
Buckling Analysis ◽  
Nonlinear Buckling ◽  
Compression Property ◽  
Buckling Behavior ◽  
Metal Grid ◽  
Linear Buckling ◽  
Nonlinear Buckling Analysis ◽  
Linear Buckling Analysis ◽  
Lattice Shells

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.

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