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The Finite Element Method for the Analysis of Non-Linear and ...

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Example<br />

<strong>The</strong> Jaumann stress is connected to <strong>the</strong> Cauchy stress through:<br />

˜τ ij = ˙τ ij + τ ip W pj + τ jp W pi<br />

which from <strong>the</strong> above yields <strong>the</strong> follwoing <strong>for</strong>mula <strong>for</strong> <strong>the</strong> Cauchy components τ ij<br />

⎡<br />

⎢<br />

⎣<br />

˙τ 11<br />

˙τ 22<br />

˙τ 12<br />

⎤ ⎡<br />

⎥ ⎢<br />

⎦ = ⎣<br />

2τ 12<br />

⎤<br />

−2τ 12<br />

⎥<br />

⎦<br />

<strong>The</strong> above system <strong>of</strong> ordinary differential equations can be solved to finally get:<br />

⎡<br />

⎢<br />

⎣<br />

τ 11<br />

τ 22<br />

τ 12<br />

⎤ ⎡<br />

⎥ ⎢<br />

⎦ = ⎣<br />

1900(1 − cos2t)<br />

−1900(1 − cos2t)<br />

1900sin2t<br />

⎤<br />

⎥<br />

⎦<br />

<strong>The</strong> results from methods A <strong>and</strong> B are ra<strong>the</strong>r close <strong>for</strong> small values <strong>of</strong> <strong>the</strong> de<strong>for</strong>mation<br />

measure t but grow quite different as t gets larger than 0.1, indicating that <strong>the</strong> same C<br />

can no longer be used.<br />

Institute <strong>of</strong> Structural Engineering <strong>Method</strong> <strong>of</strong> <strong>Finite</strong> <strong>Element</strong>s II 17

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