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Equations 1 and 2 show the yield functions for Von-Mises and Drucker Prager yield surfaces.
A few specific yield functions are given to illustrate the concept.
The experiments were then simulated using appropriate FE models and two established anisotropic yield functions.
The Beverton Holt and Ricker stock recruit relationships are assumed in yield functions.
Finally, we calibrate two non-quadratic anisotropic yield functions to the data.
These propositions are general and therefore may be employed to generate other convex yield functions.
The obtained ionization yield functions Y for various primaries are compared.
The results highlight the importance of incorporating anisotropic yield functions into the optimization process.
Plastic anisotropy of the joints was modeled with Hill48, Yld89 and Yld2000-2d yield functions.
Under multi-axial stress conditions, the concrete failure surface is well fitted by two Drucker Prager yield functions.
It also leads to a general method for designing convex polynomial yield functions with powerful modeling capabilities.
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