Write
g=γ˙ and
L=∇u=000g00000,τ=τxxτxy0τxyτyy000τzz. The
flow and
stresses are steady and homogeneous, so the
material derivative vanishes. Direct
multiplication gives
τ▽=−Lτ−τLT=−2gτxy−gτyy0−gτyy00000 and
τ2=τxx2+τxy2τxy(τxx+τyy)0τxy(τxx+τyy)τxy2+τyy2000τzz2. Since
γ˙xy=γ˙yx=g, the four independent component
equations are
τxx−2λgτxy+ηαλ(τxx2+τxy2)=0,
τxy−λgτyy+ηαλτxy(τxx+τyy)=ηg,
τyy+ηαλ(τxy2+τyy2)=0,τzz+ηαλτzz2=0.
The branch continuous from equilibrium has
τzz=0.
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