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presentation/s_steel_fib.tex
2014-06-01 12:36:46 +06:00

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\begin{tabular}{m{4.5cm}||m{0.5cm}|m{0.5cm}|m{0.5cm}|m{0.5cm}|m{0.5cm}|m{0.5cm}}
\hline
& $K_{\sigma_{11}}$
& $K_{\sigma_{22}}$
& $K_{\sigma_{33}}$
& $K_{\sigma_{12}}$
& $K_{\sigma_{13}}$
& $K_{\sigma_{23}}$ \\
\hline
\hline
Равнокомпонентное сжатие &
$\frac{1.00}{1.01}$ &
$\frac{0.99}{0.99}$ &
$\frac{1.00}{1.02}$ &
$\frac{0.63}{0.79}$ &
$\frac{1.01}{3.94}$ &
$\frac{0.45}{0.98}$ \\
\hline
Сжатие вдоль основы &
$\frac{1.00}{0.96}$ &
$\frac{0.99}{1.14}$ &
$\frac{1.00}{1.85}$ &
$\frac{1.13}{1.62}$ &
$\frac{4.51}{4.26}$ &
$\frac{0.93}{1.07}$ \\
\hline
Сжатие вдоль утка &
$\frac{0.99}{1.08}$ &
$\frac{0.98}{1.06}$ &
$\frac{0.99}{0.91}$ &
$\frac{2.02}{1.21}$ &
$\frac{1.26}{1.15}$ &
$\frac{0.80}{0.91}$ \\
\hline
\end{tabular}