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Many finite element codes use special elements for simulations using the above equations.
The use of proportional dampingis implemented in most of the finite element codes.
Therefore, finite element codes, used extensively in the design process, are not included here.
In this paper, a strategy for developing self-learning finite element codes is presented.
The basic tools for structural dynamic analyses are the large finite element codes.
The equivalent (transformed) permeability coefficients are incorporated in finite element codes, employing modified Cam-clay theory.
This simple observation has the potential to simplify considerably their implementation into finite element codes.
Thus, this element can be conveniently implemented into general purpose finite element codes.
The model has been implemented into commercial finite element codes (MSC/MARC, ABAQUS).
Bézier extraction is extended to HASTS simplifying the implementation of HASTS in existing finite element codes.
This technique has not yet been implemented in large commercial finite element codes.
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