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4.2.2 Uniaxial

The uniaxial nonlinear elasticity model is only for use with beam and truss elements.

    (syntax)


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


ELAST
UNIAXI specifies a uniaxial stress-strain model.

SIGEPS
specifies the $ \sigma$ - $ \varepsilon$ diagram with sig0 to sign the stresses $ \sigma_{{0}}^{}$ to $ \sigma_{{n}}^{}$ , eps0 to epsn are the corresponding strains $ \varepsilon_{{0}}^{}$ to $ \varepsilon_{{n}}^{}$ . (n $ \leq$ 25 )The diagram must start in compression (negative) and end in tension (positive).

    (file.dat)


   1  YOUNG  3000.
      ELAST  UNIAXI
      SIGEPS -150. -0.1   0. 0.   300. 0.1   5000. 1.0




DIANA-9.3 User's Manual - Material Library
First ed.

Copyright (c) 2008 by TNO DIANA BV.