STATIONARY BIFURCATIONS AND TRICRITICALITY IN A CREEPING NEMATIC POLYMER FLOW

Authors
Citation
Wh. Han et Ad. Rey, STATIONARY BIFURCATIONS AND TRICRITICALITY IN A CREEPING NEMATIC POLYMER FLOW, Journal of non-Newtonian fluid mechanics, 50(1), 1993, pp. 1-28
Citations number
23
Categorie Soggetti
Mechanics
ISSN journal
03770257
Volume
50
Issue
1
Year of publication
1993
Pages
1 - 28
Database
ISI
SICI code
0377-0257(1993)50:1<1:SBATIA>2.0.ZU;2-V
Abstract
Numerical solutions to the Leslie-Ericksen equations for the transient and steady shear flows of a model rigid-rod nematic polymer are obtai ned using Galerkin finite elements, computational bifurcation methods, and gyroscopic torque balances. The properties of the model polymer a re those of PBG (poly-gamma-benzyl-glutamate). The four-component solu tion vector consists of primary and secondary velocity components and of the tilt theta and twist phi angles of the director field. The two- component parameter vector P considered comprises the Ericksen number E, and the fixed director tilt anchoring angle theta(w) at the two bou nding surfaces. According to the magnitude of P = P(E, theta(w)), ten types of solutions are found and fully characterized. The stability of these ten types of solutions is established using both computational bifurcation methods and dynamic simulations. These ten types of soluti ons are classified as in-shear-plane (IP) solution if the twist angle is zero every where (phi = 0), and out-of-shear-plane (OP) solutions i f the twist angle does not vanish in the whole computational domain. F urther categorization according to local stability differentiates loca lly stable IP solutions (IS) from unstable IP solutions (IU). The main structural changes between these solutions are orientational first-or der (discontinuous) and second-order (continuous) transitions between IP and OP solutions; the transitions are mathematically described as s tationary supercritical (second order, continuous) bifurcations and as stationary subcritical (first order, discontinuous) bifurcations. The type (IP or OP), stability (S or U) of the different solutions and th e transition (first and second) order involved as a function of P are determined numerically and results are summarized in tabular form.