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CONTINUUM MECHANICS for ENGINEERS

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With the use of Eqs 5.10-29 and 5.10-30 it is evident that<br />

+<br />

n = Q n<br />

k kj j<br />

(5.10-31)<br />

All that remains is to determine how the stress components trans<strong>for</strong>m<br />

under superposed rigid body motion. All the results are now in place to find<br />

this trans<strong>for</strong>mation. In the superposed rigid body motion frame, the stress<br />

+ vector ti can be written as<br />

+ + + +<br />

t = σ n = σ Q n<br />

i ij j ij jk k<br />

(5.10-32)<br />

where Eq 5.10-31 has been used. The assumed trans<strong>for</strong>mation <strong>for</strong> the stress<br />

vector yields<br />

+<br />

ti = Qijtj = Qijσn jk k<br />

(5.10-33)<br />

where, as in Eq 5.10-32, Cauchy’s stress <strong>for</strong>mula has been used. Equating<br />

the stress vector in the superposed rigid body reference frame leads to<br />

+ ( σijQ − Q σ<br />

jk ij n jk) = 0 k<br />

which holds <strong>for</strong> all n k. Thus, the terms in parentheses must equal zero.<br />

Multiplying the remaining terms by Q mk results in the following expression<br />

<strong>for</strong> stress component trans<strong>for</strong>mation under superposed rigid body motion:<br />

+<br />

σ = Q Q σ<br />

ij im jn mn<br />

(5.10-34)<br />

In plasticity, as well as explicit finite element <strong>for</strong>mulation, the stress constitutive<br />

response is usually <strong>for</strong>mulated in an incremental <strong>for</strong>m. This means<br />

that the stress rate is used. The stress rate must be objective, meaning<br />

˙ +<br />

σ = Q˙ Q σ + Q Q˙ σ + Q Q σ˙<br />

ij im jn mn im jn mn im jn mn<br />

(5.10-35)<br />

It is clear from this equation that the stress rate is not objective even though<br />

the stress is objective. This result is serious since the stress rate as shown in<br />

Eq 5.10-35 could not be used as a response function or in the independent<br />

variable list of a response function. Luckily, there are several ways to express<br />

a <strong>for</strong>m of the stress rate in an invariant manner.<br />

One way to obtain an objective stress rate is found from using the spin<br />

tensor Wij. Using Eqs 5.10-25 and 5.10-15 to solve <strong>for</strong> in terms of the spin<br />

˙ +<br />

Q = W Q −Q<br />

W<br />

ip ij jp im mp<br />

˙Q ij<br />

(5.10-36)

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