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Since in a non-linear context, the finite element calls are expensive in terms of computer run time, an FE strategy is proposed here to replace conventional 3D mesh of layer by 3D-shell.
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A strategy to handle failures from the transformation of random variables or from the finite element call during the evolution process is explained in detail.
Certain classes of mixed finite elements, called compatible finite elements, have been shown to exhibit a number of desirable properties for a numerical weather prediction model.
It is shown that using the proposed HDMR approach, the number of finite element function calls can be reduced without significantly compromising the accuracy.
We employed in this paper a non-linear elastic to plastic finite element method, called SciFEM, to study the influence of porous structure to rock mechanical behaviors.
This paper presents an advanced representation of the main and unique features of the RNC isolator using an available finite element code called SAP2000.
A simplified finite element method called inverse approach (IA) has been developed for sheet forming analysis with the consideration of the drawbead restraining forces.
The experiment was also back-analyzed using a piece of finite element software called CODE_BRIGHT to simulate transient water flows in the test.
In this paper, a freely available (http://www.inside.mines.edu/~vgriffit/slope64) finite element code called slope64 described by Griffiths and Lane (Géotechnique 49(3):387–403, 1999) is used to model the effect of root reinforcement on slope stability.
In the present paper, the CSMM for elements is first formulated and then implemented in a finite element program, called Simulation of Concrete Structures (SCS), to predict the behavior of RC wall-type structures.
A simplified efficient finite element method called the inverse approach (IA) has been developed to estimate the large elasto-plastic strains in thin metallic panels obtained by deep drawing.
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