In a plane strain situation in xy plane, the displacements at a point are given as:
u=(−2x+8y)×10−6unit
v=(−3x+5y)×10−6unit
What is the shearing strain?
ϕxy=∂u∂y+∂v∂x
u=(−2x+8y)×10−6
⇒∂u∂y=8×10−6
v=(−3x+5y)×10−6
⇒∂v∂x=−3×10−6
∴ϕxy=8×10−6−3×10−6
=5×10−6