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multiPlas - Dynardo GmbH

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interim values or blending with Mohr-Coulomb failure conditions are possible as well. Necessary material<br />

parameters in the ANSYS <strong>multiPlas</strong> material model DRUCKER/PRAGER are<br />

~<br />

β and σ y .<br />

Both parameters are connected to cohesion and angle of friction by the following formula:<br />

where:<br />

β =<br />

σ~<br />

y<br />

=<br />

3<br />

6 ⋅ sinϕ<br />

( 3 + sinϕ)<br />

6 ⋅ c ⋅ cosϕ<br />

3<br />

( 3 + sinϕ)<br />

6 ⋅ sinϕ<br />

( 3 − sinϕ)<br />

Fig. 3-8 Drucker-Prager yield criterion as circumlocutory cone (left) or inserted to a cone (right).<br />

3.3.5 Combination of flow condition according to MOHR-COULOMB<br />

and DRUCKER-PRAGER or TRESCA and von MISES<br />

As shown in<br />

Fig. 3-8 the MOHR-COULOMB and the DRUCKER-PRAGER yield criterion differ in the elastic stress<br />

domain. The difference of the surrounded area in the deviator cut plane is 15% at the maximum.<br />

For some problem formulations it can be necessary to limit the elastic stress domain to the area given by<br />

the MOHR-COLOUMB yield criterion. In cases if MOHR-COULOMB or TRESCA alone lead to poor convergence<br />

or even divergence, it can be reasonable to use a combination of the yield criteria to stabilize<br />

the numerical computation.<br />

It has to be kept in mind that this combination is reasonable only for numerical stabilization. It leads inevitably<br />

to differences in the results contratry to the sole usage of the yield criterion by MOHR-COULOMB.<br />

The return-mapping of the stress is not commutaded exactly for both criteria – MOHR-COULOMB and<br />

DRUCKER-PRAGER. Therefore, the permissibility of these result has to be checked individually!<br />

β =<br />

σ~<br />

y<br />

=<br />

3<br />

6 ⋅ c ⋅ cosϕ<br />

3<br />

( 3 − sinϕ)<br />

15<br />

USER’S MANUAL, January, 2013

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