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multiPlas - Dynardo GmbH

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The global load step bisection can be disabled by choosing a large value for cutmax. In the case of a<br />

local bisection, no hints are written out.<br />

Be careful not to use too large values for maxinc and simultaneous suppression of the global bisection.<br />

This may lead to a large computational effort in a Newton-Raphson-Equilibrium iteration! In this case,<br />

request the cause by use the global bisection!<br />

Multi surface plasticity fundamentally is a physical path dependent phenomenon. Therefore a global incrementation<br />

in order to represent the relocation of force correctly is of utmost importance.<br />

In the multi surface routines, softening (residual strength) is only introduced in at the equilibrium states<br />

(so only after reaching the global Newton-Raphson equilibrium). Therefore, a global incrementing is important<br />

in the case of softening.<br />

The value dtmin in the tb-data-fiel has to be identical to the value of dtmin that is used by ANSYS in the<br />

solution-phase (deltim,dtanfang,dtmin,dtmax,...).<br />

If no convergent solution could be found:<br />

-decrease incrementation (dtmin,...)<br />

-increase the global convergence criteria (cnvtol,f,...)<br />

Newton-Raphson, full (usage of consistent elasto-plastic tangent) or Newton-Raphson, init (starting stiffness)<br />

is supported. For the practical problems Newton-Raphson, init is recommended. Especially when<br />

considering geometric nonlinearities or when working with EKILL / EALIVE the full Newton-Raphson<br />

method is necessary.<br />

47<br />

USER’S MANUAL, January, 2013

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