Upheaval buckling of pipelines due to internal pressure: A geometrically nonlinear finite element analysis

2018 ◽  
Vol 158 ◽  
pp. 136-154 ◽  
Author(s):  
Marina Vendl Craveiro ◽  
Alfredo Gay Neto
1988 ◽  
Vol 92 (919) ◽  
pp. 356-364 ◽  
Author(s):  
H. H. Al-Qarra

Summary A displacement-based versatile and effective finite element analysis of sandwich panels is presented. The analysis is applicable to both small and large deflections. Allowance for the local bending stiffness of the faces is made. The procedure described is readily adapted to arbitrary laminated beams and plates. Selected example problems are given to illustrate the applicability of the formulation.


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