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PLASTICITY. Flow rule for isotropic hardening

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<strong>PLASTICITY</strong>. <strong>Flow</strong> <strong>rule</strong> <strong>for</strong> <strong>isotropic</strong> <strong>hardening</strong><br />

For a perfectly plastic material we had the following yield hypothesis:<br />

(1)<br />

which in the von Mises case became<br />

(2)<br />

For an <strong>isotropic</strong>ally <strong>hardening</strong> material, we will, instead, have<br />

(3)<br />

which in the von Mises case can be written<br />

(4)<br />

where is a scalar (called flow stress) that increases monotonically with the plastic de<strong>for</strong>mation.<br />

In the von Mises case it is evident that<br />

is the instantaneous plastic yield limit,<br />

we still keep the main diagonal of the stress space as a symmetry axis of the yield surface and<br />

we keep the circular-cylindrical shape of the yield surface.<br />

What happens as the plastic flow develops is that since increases, the diameter of the von<br />

Original yield surface<br />

f = e – s = 0<br />

Yield surface after plastic flow<br />

f = e – f = 0<br />

Fig. 1 Isotropic <strong>hardening</strong> (von Mises)<br />

Mises cylinder increases. See Fig. 1! This is why this plastic <strong>hardening</strong> is called <strong>isotropic</strong> <strong>hardening</strong>.<br />

The most frequent <strong>isotropic</strong> <strong>hardening</strong> description results from setting<br />

(5)


In case of von Mises,<br />

(6)<br />

(From earlier, we know that the definition of is such that ). Note in<br />

particular that Eq. (5) shows that one accumulates during the whole history of plastic strains (even<br />

during unloading, since is squared in the definition). By this, we can there<strong>for</strong>e say that<br />

.<br />

Determination of d <strong>for</strong> the von Mises case<br />

The definition of<br />

[<strong>for</strong> instance, Eq. (6)] and the general flow <strong>rule</strong><br />

(7)<br />

gives a simple relation between and :<br />

(8)<br />

<strong>Flow</strong> <strong>rule</strong>, <strong>isotropic</strong> <strong>hardening</strong>, von Mises<br />

Combining Eqs. (9), (11) and (13) gives the flow <strong>rule</strong><br />

(9)<br />

where the last equality comes from the fact that during plastic flow, . Eq. (9) is sometimes<br />

called the Prandtl-Reuß equation.<br />

The presence of in Eq. (9) is awkward, since we would prefer to have the flow <strong>rule</strong> (which is a<br />

constitutive equation) on the <strong>for</strong>m<br />

. If we postulate that<br />

(10)<br />

by which<br />

(11)<br />

Eq. (9) gives<br />

(12)<br />

We there<strong>for</strong>e want to find .


Fig.2 Uniaxial tensile test curve<br />

Determination of<br />

. Uniaxial tensile test<br />

In a standard uniaxial tensile test, during plastic flow we have<br />

(13)<br />

and<br />

(14)<br />

I.e.,<br />

(15)<br />

and<br />

(16)<br />

In a uniaxial test, Eq. (11) will there<strong>for</strong>e simplify into<br />

(17)<br />

and the function can be found from the test results.<br />

Suppose, <strong>for</strong> instance, that the uniaxial test curve of Fig. 2 has been recorded. In the plastic region one<br />

then has


(18)<br />

Note, there<strong>for</strong>e, that the derivative directly measured in the uniaxial test curve must be<br />

‘postprocessed’ in order to find ’!<br />

In a simple case, this function may be linear, i.e.,<br />

(19)<br />

i.e.,<br />

(20)<br />

The flow <strong>rule</strong> can then be simplified:<br />

(21)<br />

(the 2 nd equality, again, since during plastic flow, ). Note, again, that a linear stiffness<br />

measured in a tensile test must be recalculated in order to find c (i) (see Eq. (18)!).

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