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3.2.3 Continuous Damping

Continuous damping in an arbitrary direction may be specified via discrete spring/dashpot elements. For continuous damping in the global XYZ directions you may apply one-node point mass/damping elements.

    (syntax)


\begin{figure}\centering
\begin{tabbing}
\texttt{'MATERI'}
\\ [-1.0ex]
\rule{14...
...xtit{cy}}\(_{r}\,\) \texttt{\textit{cz}}\(_{r}\,\){]} \end{tabbing} \end{figure}


DAMP
specifies the damping coefficients C . (C $ \geq$ 0 )By default, i.e., if you don't specify damping coefficients, DIANA assumes `no damping'. [C = 0 ] Interpretation of the input values depends on the type of the elements.

For discrete spring/dashpot elements cx is the damping coefficient Cx in the element x axis direction [Fig.9.3]. The values cy and cz must not be specified.

For point mass/damping elements, the values cx, cy, and cz respectively are the damping coefficients CX , CY and CZ acting along the global XYZ axes (orthotropic). If you only specify cx, then the damping acts equally along all three axes (isotropic): CX = CY = CZ .


next up previous contents index
Next: 3.2.4 Strain Energy Based Up: 3.2 Damping Previous: 3.2.2 Structural Damping   Contents   Index
DIANA-9.3 User's Manual - Material Library
First ed.

Copyright (c) 2008 by TNO DIANA BV.