doc:user:integration:scheme:dynimpl
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doc:user:integration:scheme:dynimpl [2016/03/25 10:14] – [Choosing the algorithm] boman | doc:user:integration:scheme:dynimpl [2017/06/16 10:28] (current) – papeleux | ||
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According to ref2 (chapter 3), an easy way to build a diagonal damping matrix is to compute a ponderated sum of the mass and stiffness matrices : | According to ref2 (chapter 3), an easy way to build a diagonal damping matrix is to compute a ponderated sum of the mass and stiffness matrices : | ||
- | $$\boldsymbol{C} = | + | $$\boldsymbol{C} = |
- | The modal damping factor corresponding to each eigen pulsation $\omega_{0r}$: | + | The modal damping factor corresponding to each eigen pulsation $\omega_{0r} |
- | $$\epsilon_r=\frac{1}{2}(a_m \omega_{0r} + \frac{a_k}{\omega_{0r}} )$$ | + | $$\epsilon_r=\frac{1}{2}(a_k \omega_{0r} + \frac{a_m}{\omega_{0r}} )$$ |
telling us that the mass damping factor $a_m$ will induice damping on lowest eigen frequencies and that the stiff damping factor $a_k$ will induce damping on the higher eigen frequencies. | telling us that the mass damping factor $a_m$ will induice damping on lowest eigen frequencies and that the stiff damping factor $a_k$ will induce damping on the higher eigen frequencies. |
doc/user/integration/scheme/dynimpl.1458897257.txt.gz · Last modified: 2016/03/30 15:22 (external edit)