Abstract
Under the assumption that stress is expressible as a polynomial of elastic strain and actual strain rate, a rheological equation optimum to describe the behaviour of viscoelastic liquid is derived as follows:
τ=(p+α0)1+α1ε+α2f+α3ε2+α4f2+α5(εf+fε)+α6(ε2f+fε2)
+α7(εf2+f2ε)+α8(ε2f2+f2ε2)
where p is a hydrostatic pressure, τ, 1, ε and f are stress tensor, metric tensor, strain tensor and strain rate tensor, respectively, and α0, α1···α8 are polynomials of ten invariants of elastic strain and actual strain rate. Assuming that in simple shearing flow the stress tensor has the same principal axes to the elastic strain tensor and two normal stresses in the direction perpendicular to the stream are equal to each other, the above equation is reduced to
τij=(−p+α0)Gij+α1εij+α7(εαifβαfβj+fαifβαεβj)
Applications of the theory to simple shearing flow and steady flow through pipe are considered, with satisfactory results.