Finite element solution for static and dynamic interactions of cylindrical rigid objects and unsaturated granular soils

2021 ◽  
Vol 384 ◽  
pp. 113974
Author(s):  
Javad Ghorbani ◽  
Majidreza Nazem ◽  
Jayantha Kodikara ◽  
Peter Wriggers
2021 ◽  
Vol 0 (0) ◽  
Author(s):  
B. Borsos ◽  
János Karátson

Abstract The goal of this paper is to present various types of iterative solvers: gradient iteration, Newton’s method and a quasi-Newton method, for the finite element solution of elliptic problems arising in Gao type beam models (a geometrical type of nonlinearity, with respect to the Euler–Bernoulli hypothesis). Robust behaviour, i.e., convergence independently of the mesh parameters, is proved for these methods, and they are also tested with numerical experiments.


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