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multiPlas - Dynardo GmbH

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The numerical implementation of the plasticity models is carried out using the return-mapping method<br />

[6-17], [6-18], [6-22]. The return mapping procedure is used at the integration point for the local iterative<br />

stress relaxation. It consists of two steps:<br />

1. elastic predictor step:<br />

σ<br />

trial<br />

i+<br />

1<br />

= σ<br />

*<br />

i<br />

+<br />

tot<br />

D dεi+<br />

1<br />

2. plastic corrector step (local iterative procedure):<br />

dσ<br />

∂Q<br />

= −D<br />

dλ<br />

∂σ<br />

3.2 Multisurface plasticity<br />

The consideration of different failure modes rsp. failure mechanisms of a material is possible by a yield<br />

surface built up from several yield criteria. In the stress domain then a non-smooth multisurface yield criterion<br />

figure develops.<br />

The elastic plastic algorithm has to deal with singularities at intersections from different yield criteria (e.g.<br />

F1 to F2 as represented in Fig. 3-1).<br />

F2<br />

pl<br />

d ε 2<br />

pl<br />

dε 1<br />

Fig. 3-1 Intersection between the two flow criteria F1 and F2<br />

F1<br />

The consistent numerical treatment of the resulting multi-surface plasticity must deal with the possibility<br />

that many yield criteria are active simultaneously. This leads to a system of n=j equations:<br />

⎧∂Fn<br />

⎫<br />

⎨ ⎬<br />

⎩ ∂σ<br />

⎭<br />

T<br />

D dε<br />

=<br />

⎡<br />

∑<br />

= ⎥ ⎥<br />

Set of active YC<br />

T<br />

⎧∂Fn<br />

⎫<br />

j ∂Fn<br />

∂κ<br />

n<br />

⎢⎨<br />

⎬ D −<br />

j 1 ⎩ ∂σ<br />

⎭ ∂σ<br />

∂κ<br />

n ∂λ<br />

j<br />

⎢⎣<br />

∂Q<br />

⎤<br />

dλ<br />

j<br />

⎦<br />

The solution of this system of equations generates the stress return to flow criteria or within the<br />

intersection of flow criterias. Contrary to single surface plasticity exceeding the flow criterion is no longer<br />

a sufficient criterion for activity of the plastic multiplier for each active yield criterion. An activity criterion<br />

needs to be checked.<br />

λ (3-10)<br />

d j ≥ 0<br />

This secures that the stress return within the intersection is reasonable from a physical point of view.<br />

8<br />

(3-7)<br />

(3-8)<br />

(3-9)<br />

USER’S MANUAL, January, 2013

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