Discrete singular convolution approach for buckling analysis of rectangular Kirchhoff plates subjected to compressive loads on two-opposite edges

2010 ◽  
Vol 41 (4) ◽  
pp. 557-560 ◽  
Author(s):  
Ömer Civalek ◽  
Armağan Korkmaz ◽  
Çiğdem Demir
Keyword(s):  
Buckling Analysis ◽  
Kirchhoff Plates ◽  
Compressive Loads ◽  
Discrete Singular Convolution ◽  
Convolution Approach

Three-Dimensional Buckling Analysis of Rectangular Plates with In-Plane Compressive Loads

2010 ◽  
Author(s):  
Qian Li ◽  
Vai Pan Iu ◽  
Jane W. Z. Lu ◽  
Andrew Y. T. Leung ◽  
Vai Pan Iu ◽  
...  
Keyword(s):  
Three Dimensional ◽  
Buckling Analysis ◽  
Rectangular Plates ◽  
Compressive Loads

802 Secondary Buckling Analysis of Cross-Ply Laminated Rectangular Plates under Biaxial Compressive Loads

2010 ◽  
Vol 2010.18 (0) ◽  
pp. 213-214
Author(s):  
Hiroshi NISHIOKA ◽  
Sho ENDO ◽  
Keiichi NEMOTO ◽  
Hirakazu KASUYA
Keyword(s):  
Buckling Analysis ◽  
Rectangular Plates ◽  
Compressive Loads

Development of Matched Interface and Boundary Method for Buckling Analysis of Plates with Various Interfaces

2020 ◽  
Vol 12 (08) ◽  
pp. 2050086
Author(s):  
Zhiwei Song ◽  
Xiaoqiao He ◽  
Wei Li ◽  
De Xie
Keyword(s):  
Numerical Analysis ◽  
Buckling Analysis ◽  
Numerical Results ◽  
Internal Line ◽  
Boundary Method ◽  
Compressive Loads ◽  
Internal Line Supports

Buckling problems of plates with interfaces caused by step changes in thickness, internal line supports and line hinges under uni-axial and bi-axial in-plane compressive loads are solved by using the matched interface and boundary (MIB) method. In view of buckling problems of plates, new MIB algorithms and their interpolation formulations are developed to deal with various interfaces. A number of examples are taken to examine the accuracy and convergence of the present algorithms. Numerical results are compared with the existing solutions to validate the applicability of these algorithms to the title problems. Numerical analysis shows that on the whole, MIB and its interpolation formulation are equivalent, and they are highly accurate and efficient approaches for buckling analysis of plates with various interfaces.

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