In a plane strain condition in the XY plane, the strain components associated with XY axes are εx=800×10−6,εy=100×10−6,ϕxy=−800×10−6. What are the principal strains for these strain values?
r= ⎷(εx−εy2)2+(ϕxy2)2
=√(350)2+(400)2×10−6
=531.5×10−6
The centre of Mohr's circle,
C=εx+εy2=450×10−6
∴ Major principal strain = C + r
=981.5×10−6
Minor principal strain = C - r
=−80.5×10−6