Application of CASs to iterative solution of nonlinear analysis of shallow conical shell

2000 ◽  
Vol 181 (1-3) ◽  
pp. 345-361
Author(s):  
Jianming Lu ◽  
Zhiming Ye
1968 ◽  
Vol 4 (10) ◽  
pp. 993-1011 ◽  
Author(s):  
B.Basava Raju ◽  
M.V.V. Murthy ◽  
Ramesh Chandra

2012 ◽  
Vol 252 ◽  
pp. 93-97 ◽  
Author(s):  
Ming Qiao Tang ◽  
Jia Chu Xu

Nonlinear dynamic buckling for sandwich shallow conical shell structure under uniform triangular pulse is investigated. Based on the Reissner’s assumption and Hamiton’s principle, the nonlinear dynamic governing equation of sandwich shallow spherical shells is derived. The corresponding nonlinear dynamic response equations are obtained by Galerkin method and solved by Runge-Kutta method. Budiansky-Roth criterion expressed by displacements of rigid center is employed to determine the critical impact bucking load. The effects of geometric parameters and physical parameters on impact buckling are discussed.


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