Numerical and experimental study of dynamic buckling behavior of a J-stiffened composite panel under in-plane shear

2017 ◽  
Vol 166 ◽  
pp. 96-103 ◽  
Author(s):  
Ruixiang Bai ◽  
Zhenkun Lei ◽  
Xiao Wei ◽  
Wang Tao ◽  
Cheng Yan
2005 ◽  
Vol 2005.80 (0) ◽  
pp. _7-41_-_7-42_
Author(s):  
Akifumi YOSHIDA ◽  
Koji MIMURA ◽  
Wei LU ◽  
Keitaro HOSOMI ◽  
Yosinori ISII ◽  
...  

1990 ◽  
Vol 34 (03) ◽  
pp. 207-211
Author(s):  
Victor Birman

The problem of post-buckling behavior of composite cylindrical shells reinforced in the axial and circumferential directions and subject to axial loading is considered. The equations of equilibrium of an imperfect shell are formulated in terms of displacements. Then the sufficient conditions of imperfection in sensitivity for both static and dynamic buckling problems are formulated. This general analysis is applied to a particular case of axisymmetric buckling of ring-stiffened shells which appear to be practically imperfection-insensitive.


2018 ◽  
Vol 83 (749) ◽  
pp. 1075-1085
Author(s):  
Kenji TAKASHIMA ◽  
Ryota NAKAMURA ◽  
Shinji NAKATA ◽  
Tsutomu HANAI ◽  
Kuniyoshi SUGIMOTO ◽  
...  

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