In a plane strain case in the XY plane, normal strain in X and Y directions are equal to zero and shear strain is equal to 3×106. What is the value of diameter of Mohr's circle of strain for these strain values?
r= ⎷(εx−εy2)2+(ϕxy2)2
For εx=εy=0.r=ϕxy2
∴d=ϕxy=3×10−6