An element of a certain material in plane strain has
εx=800×10−6
εy=400×10−6
γxy=300×10−6
What is the maximum shearing strain?
εx=800×10−6
εy=400×10−6
ϕxy=300×10−6
Maximum shear strain
ϕmax2=√(εx−εy2)2+(γxy2)2=250×10−6
⇒γmax=500×10−6