Table 4.

Boundary condition for linear straining path.

Strain path		Velocity gradient tensora: ${\dot{u}}_{11}$, ${\dot{u}}_{22}$, ${\dot{u}}_{33}$,
Name	Description
U-RD	Uniaxial loading along RD	1,	-,	-b
PS-RD	Plane strain with the maximum strain in the RD	1,	0,	−1
EB	Equal biaxial strain	1,	1,	−2
PS-TD	Plane strain with the maximum strain in the TD	0	1	−1
U-TD	Uniaxial loading along TD	-,	1,	-b

^aOther tensor components equal to zero.

^bSee text for details of the applied uniaxial stress state.