Max

$/$

min Principal Stress Values per Slab:

MAX:

$2\mathrm{.}05184$

MPa

X:

$3147\mathrm{.}35$

mm

Y:

$-$

$119\mathrm{.}997$

mm

Z:

$-$

$99\mathrm{.}99$

mm

MIN:

$-$

$2\mathrm{.}15657$

MPa

X:

$1452\mathrm{.}65$

mm

Y:

$-$

$119\mathrm{.}997$

mm

Z:

$-$

$0\mathrm{.}01$

mm

and stress levels of slab goten fromEverFe software are :

$-$

$0\mathrm{.}135$

$$MPa$,$

$0\mathrm{.}412$

$$MPa$,$

$0\mathrm{.}958$

$$MPa$,$

$1\mathrm{.}51$

$$MPa$,$

$2\mathrm{.}05$

$$MPa$.$

solve this problem: slab thickness is

$10$

cm

$,$

$$if the thickness of the slab increases by

$50$

$\%$

$,$

$100$

$\%$

$,$

$150$

$\%$

$,$

$$and

$200$

$\%$

$,$

$$determine the maximum principal stresses. Afterward, plot charts demonstrating the effect of thickness variations on pavement critical stress responses. Max$/$min Principal Stress Values per Slab:

$\begin{array}{cc}\text{M}\text{A}\text{X}\text{:}2\mathrm{.}05184\text{M}\text{P}\text{a}& X\text{:}3147\mathrm{.}35mm\\ Y\text{:}-119\mathrm{.}997mm& Z\text{:}-99\mathrm{.}99mm\\ \text{M}\text{I}\text{N}\text{:}-2\mathrm{.}15657\text{M}\text{P}\text{a}& X\text{:}1452\mathrm{.}65mm\\ Y\text{:}-119\mathrm{.}997mm& Z\text{:}-0\mathrm{.}01mm\end{array}$

Results for Points: Current Project: single$\_$slab

Stress $($MPa$)$