Q# Draw the Mohr,s cilcle for the stress element shown in figure. Determine the principal stress and maximum shear stress and also draw respective stress elements.
solution
Here
σx =
-80Mpa
σy =
50 Mpa
τxy =
-25Mpa
Principle stress
In
mohr's circle OD = σ1
OC= σ2
`From
measurent σ1 = 55Mpa
σ2 =
-85Mpa
To
verify it
σ1,
σ2 = σx + σy /2 ± √(σx - σy / 2)² + τxy²
=
-80+50/2 ± √(-80-50/2)² + 25²
σ1= 54̥◦641941 Mpa
σ2= 84◦641941 Mpa
Max shear stress
In mohr's circle τmax = O'G
from measurement; τmax= 70Mpa
From equation
τmax
= √(σx–σy/2)² + τxy²
√(-80-50 / 2)² + 25²
τmax
= 69◦641941Mpa
σavg
= σx + σy/2
= -80+50/2 =
-15 Mpa
Principal
stress element
Maximum
shear stress element
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