Giesekus Model — Handbook

Quick Reference

  • Use when: Polymer melts/solutions with shear-thinning, normal stress differences, stress overshoot

  • Parameters: 4 (\(\eta_p\), \(\lambda\), \(\alpha\), \(\eta_s\))

  • Key equation: \(\boldsymbol{\tau} + \lambda \overset{\nabla}{\boldsymbol{\tau}} + \frac{\alpha \lambda}{\eta_p} \boldsymbol{\tau} \cdot \boldsymbol{\tau} = 2 \eta_p \mathbf{D}\)

  • Diagnostic: \(N_2/N_1 = -\alpha/2\) (direct experimental route to \(\alpha\))

  • Test modes: Flow curve, oscillation, startup, relaxation, creep, LAOS

  • Material examples: Polymer melts, concentrated solutions, wormlike micelles


Notation Guide

Symbol

Meaning

\(\boldsymbol{\tau}\)

Polymer extra stress tensor (Pa)

\(\eta_p\)

Polymer viscosity (Pa·s). Zero-shear polymer contribution.

\(\lambda\)

Relaxation time (s). Characteristic stress decay time.

\(\alpha\)

Mobility factor (dimensionless, \(0 \leq \alpha \leq 0.5\)). Controls shear-thinning.

\(\eta_s\)

Solvent viscosity (Pa·s). Newtonian background contribution.

\(\eta_0\)

Zero-shear viscosity, \(\eta_0 = \eta_p + \eta_s\)

\(G\)

Elastic modulus, \(G = \eta_p / \lambda\)

\(\text{Wi}\)

Weissenberg number, \(\text{Wi} = \lambda \dot{\gamma}\)

\(\text{De}\)

Deborah number, \(\text{De} = \lambda / t_{\text{obs}}\)

\(N_1\)

First normal stress difference, \(N_1 = \tau_{xx} - \tau_{yy}\)

\(N_2\)

Second normal stress difference, \(N_2 = \tau_{yy} - \tau_{zz}\)

\(\Psi_1\)

First normal stress coefficient, \(\Psi_1 = N_1 / \dot{\gamma}^2\)

\(\Psi_2\)

Second normal stress coefficient, \(\Psi_2 = N_2 / \dot{\gamma}^2\)

\(\eta^*\)

Complex viscosity, \(\eta^* = \eta' - i\eta''\)

\(J(t)\)

Creep compliance, \(J(t) = \gamma(t) / \sigma_0\)

\(\overset{\nabla}{\boldsymbol{\tau}}\)

Upper-convected derivative (frame-invariant time derivative)

\(\mathbf{c}\)

Conformation tensor (average molecular conformation)


Overview

The Giesekus model (1982) is a nonlinear differential constitutive equation that extends the Upper-Convected Maxwell (UCM) model with a quadratic stress term representing anisotropic molecular mobility. It provides a physically motivated description of:

  1. Shear-thinning viscosity: Viscosity decreases with increasing shear rate

  2. Normal stress differences: Both \(N_1 > 0\) and \(N_2 < 0\)

  3. Stress overshoot: Peak stress in startup flow at constant rate

  4. Faster-than-exponential relaxation: Due to the quadratic stress term

The model is particularly valuable because it predicts both first and second normal stress differences with a fixed ratio \(N_2/N_1 = -\alpha/2\), providing a direct experimental route to determine the mobility parameter \(\alpha\).

Historical Context

Hanswalter Giesekus introduced this model in 1982 [1] as a “simple constitutive equation based on the concept of deformation-dependent tensorial mobility.” The key insight was that molecular mobility in polymer melts is not isotropic—molecules aligned by flow experience different friction in different directions.

The model became widely adopted because:

  • It uses only one additional parameter (\(\alpha\)) beyond the Maxwell model

  • It captures essential nonlinear features with simple mathematics

  • The parameter \(\alpha\) has clear physical interpretation

  • Predictions agree well with experimental data for many polymeric systems


Physical Foundations

Molecular Picture: Anisotropic Drag

The Giesekus model arises from considering how polymer chains experience drag in a flowing medium. When chains are stretched and aligned by flow:

Isotropic drag (UCM model):

Chains experience the same friction regardless of orientation. Result: No shear-thinning, \(N_2 = 0\)

Anisotropic drag (Giesekus model):

Aligned chains slip more easily along their backbone than perpendicular to it. Result: Shear-thinning, \(N_2 < 0\)

The mobility parameter \(\alpha\) quantifies this anisotropy:

  • \(\alpha = 0\): Isotropic drag; recovers UCM model

  • \(\alpha = 0.5\): Maximum anisotropy; strongest thinning

  • Typical values: 0.1–0.4 for most polymer melts and solutions

Network Interpretation

Alternatively, the Giesekus model can be derived from a temporary network theory where:

  • Polymer chains form a transient network of entanglements

  • Network junctions break and reform with rate dependent on local stress

  • Higher stress leads to faster junction breakage and lower effective viscosity

The quadratic \(\boldsymbol{\tau} \cdot \boldsymbol{\tau}\) term represents the stress-induced acceleration of network relaxation.

Stress Decomposition

The total Cauchy stress for an incompressible Giesekus fluid is split into solvent and polymeric contributions:

\[\boldsymbol{\sigma} = -p\mathbf{I} + \boldsymbol{\sigma}_s + \boldsymbol{\tau}\]

where:

  • \(\boldsymbol{\sigma}_s = 2\eta_s \mathbf{D}\) is the Newtonian solvent stress

  • \(\boldsymbol{\tau}\) is the polymer extra stress evolving via the Giesekus law

  • \(p\) is the isotropic pressure

Some texts use \(\boldsymbol{\sigma}_p\) in place of \(\boldsymbol{\tau}\) for the polymeric stress. Throughout this handbook we use \(\boldsymbol{\tau}\) to denote the polymer contribution, consistent with the rest of RheoJAX documentation.

Conformation Tensor Form

An alternative and often numerically preferred formulation uses the conformation tensor \(\mathbf{c}\) representing the average molecular conformation. The stress–configuration relation is:

\[\boldsymbol{\tau} = \frac{\eta_p}{\lambda}(\mathbf{c} - \mathbf{I})\]

The evolution of \(\mathbf{c}\) follows:

\[\lambda \overset{\nabla}{\mathbf{c}} + (\mathbf{c} - \mathbf{I}) + \alpha (\mathbf{c} - \mathbf{I})^2 = 0\]

This form is preferred in CFD applications because it guarantees positive-definiteness of \(\mathbf{c}\) when combined with appropriate numerical methods [14].

Material Functions

The Giesekus model defines the following material functions, which are measurable experimentally:

Shear viscosity (from steady shear):

\[\eta(\dot{\gamma}) = \frac{\sigma_{xy}}{\dot{\gamma}} = \frac{\tau_{xy}}{\dot{\gamma}} + \eta_s\]

Complex viscosity (from oscillatory shear):

\[\eta^*(\omega) = \eta'(\omega) - i\eta''(\omega)\]

Normal stress coefficients (from steady shear):

\[ \begin{align}\begin{aligned}\Psi_1(\dot{\gamma}) = \frac{N_1}{\dot{\gamma}^2} = \frac{\tau_{xx} - \tau_{yy}}{\dot{\gamma}^2}\\\Psi_2(\dot{\gamma}) = \frac{N_2}{\dot{\gamma}^2} = \frac{\tau_{yy} - \tau_{zz}}{\dot{\gamma}^2}\end{aligned}\end{align} \]

Crossover frequency (from SAOS):

\[\omega_c = \frac{1}{\lambda} \quad \text{where } G'(\omega_c) = G''(\omega_c) - \eta_s \omega_c\]

Governing Equations

Kinematics and Notation

The velocity field \(\mathbf{v}(\mathbf{x}, t)\) defines the velocity gradient tensor \(\nabla\mathbf{v}\) and the rate-of-deformation tensor:

\[\mathbf{D} = \frac{1}{2}\bigl(\nabla\mathbf{v} + (\nabla\mathbf{v})^T\bigr)\]

The upper-convected derivative of a tensor \(\mathbf{A}\) is the frame-invariant time derivative:

\[\overset{\nabla}{\mathbf{A}} = \frac{D\mathbf{A}}{Dt} - (\nabla\mathbf{v})^T \cdot \mathbf{A} - \mathbf{A} \cdot (\nabla\mathbf{v})\]

where \(D/Dt = \partial_t + \mathbf{v} \cdot \nabla\) is the material derivative. For homogeneous flows (spatially uniform stress), the convective term \(\mathbf{v} \cdot \nabla\boldsymbol{\tau}\) vanishes and the material derivative reduces to the ordinary time derivative.

Simple shear geometry:

The velocity field \(\mathbf{v} = (\dot{\gamma} y, 0, 0)\) defines:

\[\begin{split}\nabla\mathbf{v} = \begin{pmatrix} 0 & \dot{\gamma} & 0 \\ 0 & 0 & 0 \\ 0 & 0 & 0 \end{pmatrix}, \qquad \mathbf{D} = \frac{1}{2}\begin{pmatrix} 0 & \dot{\gamma} & 0 \\ \dot{\gamma} & 0 & 0 \\ 0 & 0 & 0 \end{pmatrix}\end{split}\]

The polymer stress tensor in simple shear has the structure:

\[\begin{split}\boldsymbol{\tau} = \begin{pmatrix} \tau_{xx} & \tau_{xy} & 0 \\ \tau_{xy} & \tau_{yy} & 0 \\ 0 & 0 & \tau_{zz} \end{pmatrix}\end{split}\]

Constitutive Equation

The polymer stress \(\boldsymbol{\tau}\) satisfies the Giesekus constitutive equation [1]:

\[\boldsymbol{\tau} + \lambda \overset{\nabla}{\boldsymbol{\tau}} + \frac{\alpha \lambda}{\eta_p} \boldsymbol{\tau} \cdot \boldsymbol{\tau} = 2 \eta_p \mathbf{D}\]

The measurable total shear stress is:

\[\sigma_{xy} = \eta_s \dot{\gamma} + \tau_{xy}\]

The normal stress differences are:

\[N_1 = \tau_{xx} - \tau_{yy}, \qquad N_2 = \tau_{yy} - \tau_{zz}\]

Component-wise ODE System

In simple shear, the constitutive equation reduces to four coupled ODEs for the stress components [3]:

\[\frac{d\tau_{xx}}{dt} = -\frac{\tau_{xx}}{\lambda} + 2\dot{\gamma}\,\tau_{xy} - \frac{\alpha}{\eta_p}(\tau_{xx}^2 + \tau_{xy}^2)\]
\[\frac{d\tau_{yy}}{dt} = -\frac{\tau_{yy}}{\lambda} - \frac{\alpha}{\eta_p}(\tau_{xy}^2 + \tau_{yy}^2)\]
\[\frac{d\tau_{xy}}{dt} = -\frac{\tau_{xy}}{\lambda} + \dot{\gamma}\,\tau_{yy} - \frac{\alpha}{\eta_p}\tau_{xy}(\tau_{xx} + \tau_{yy}) + \frac{\eta_p}{\lambda}\dot{\gamma}\]
\[\frac{d\tau_{zz}}{dt} = -\frac{\tau_{zz}}{\lambda} - \frac{\alpha}{\eta_p}\tau_{zz}^2\]

Each equation has three contributions:

  1. Linear relaxation: \(-\tau_{ij}/\lambda\) (exponential decay toward equilibrium)

  2. Convective coupling: terms involving \(\dot{\gamma}\tau_{ij}\) (flow-induced stress transfer)

  3. Quadratic nonlinearity: terms involving \(\alpha \tau^2/\eta_p\) (anisotropic drag)

The \(\tau_{zz}\) component decouples from the other three and relaxes to zero from any initial condition.

Dimensionless Formulation

Define dimensionless variables:

  • Weissenberg number: \(\text{Wi} = \lambda \dot{\gamma}\)

  • Dimensionless stress: \(\tau_{ij}^* = \tau_{ij} \lambda / \eta_p\)

  • Dimensionless time: \(t^* = t / \lambda\)

The ODEs become:

\[\frac{d\tau_{xx}^*}{dt^*} = -\tau_{xx}^* + 2\,\text{Wi}\;\tau_{xy}^* - \alpha(\tau_{xx}^{*2} + \tau_{xy}^{*2})\]
\[\frac{d\tau_{yy}^*}{dt^*} = -\tau_{yy}^* - \alpha(\tau_{xy}^{*2} + \tau_{yy}^{*2})\]
\[\frac{d\tau_{xy}^*}{dt^*} = -\tau_{xy}^* + \text{Wi}\;\tau_{yy}^* - \alpha\,\tau_{xy}^*(\tau_{xx}^* + \tau_{yy}^*) + \text{Wi}\]

This formulation is useful because:

  • All behavior is parameterized by just two numbers: \(\text{Wi}\) and \(\alpha\)

  • Universal behavior curves collapse data at different rates and relaxation times

  • Improved numerical conditioning when \(\eta_p/\lambda\) spans many orders of magnitude

Analytical Steady-State Solutions

At steady state (\(d/dt = 0\)), the ODE system reduces to a nonlinear algebraic system that admits closed-form solutions [1] [7].

Define the auxiliary discriminant:

\[\Lambda = \sqrt{1 + 16\,\alpha(1-\alpha)\,\text{Wi}^2}\]

and the auxiliary function:

\[f(\text{Wi}) = \frac{1 - \Lambda}{8\,\alpha(1-\alpha)\,\text{Wi}^2}\Bigl[1 + \Lambda + 2(1-2\alpha)\,\text{Wi}^2\Bigr]\]

The steady-state polymer stress components are:

\[\tau_{xy,\text{ss}} = \frac{\eta_p}{\lambda} \cdot \frac{(1 - f)\,\text{Wi}}{1 + (1-2\alpha)\,f}\]
\[\tau_{xx,\text{ss}} = \frac{\eta_p}{\lambda} \cdot \frac{2\,(1-f)^2\,\text{Wi}^2}{[1 + (1-2\alpha)\,f]\,[1 - \alpha\,f]}\]
\[\tau_{yy,\text{ss}} = \frac{\eta_p}{\lambda} \cdot \frac{-2\,\alpha\,f\,(1-f)\,\text{Wi}^2}{[1 + (1-2\alpha)\,f]\,[1 - \alpha\,f]}\]
\[\tau_{zz,\text{ss}} = 0\]

The steady-state shear viscosity is:

\[\eta(\dot{\gamma}) = \eta_s + \eta_p \cdot \frac{1 - f}{1 + (1 - 2\alpha)\,f}\]

where the term \((1-f)/[1 + (1-2\alpha)\,f]\) is the polymeric viscosity reduction factor.

Normal stress coefficients at steady state:

\[\Psi_1(\dot{\gamma}) = \frac{\tau_{xx,\text{ss}} - \tau_{yy,\text{ss}}}{\dot{\gamma}^2}, \qquad \Psi_2(\dot{\gamma}) = \frac{\tau_{yy,\text{ss}}}{\dot{\gamma}^2}\]

Limiting Behaviors

Quantity

Low Wi (\(\text{Wi} \ll 1\))

High Wi (\(\text{Wi} \gg 1\))

Notes

\(\eta\)

\(\eta_0 = \eta_p + \eta_s\)

\(\sim \text{Wi}^{-1}\)

Shear-thinning

\(\Psi_1\)

\(\Psi_{1,0} = 2\eta_p\lambda\)

\(\sim \text{Wi}^{-2}\)

Decreases

\(\Psi_2\)

\(\Psi_{2,0} = -\alpha\,\eta_p\lambda\)

\(\sim \text{Wi}^{-2}\)

Negative

\(N_2/N_1\)

\(-\alpha\)

\(-\alpha/2\)

Rate-independent at high Wi


Protocol-Specific Equations

This section presents the complete equations for each experimental protocol supported by the Giesekus model. Each protocol specifies the imposed kinematic or stress condition, the resulting ODE system (or algebraic system), initial conditions, and characteristic output observables.

Steady Shear (Flow Curve)

Protocol: Constant shear rate \(\dot{\gamma} = \text{const}\), solve at steady state (\(\partial_t \boldsymbol{\tau} = 0\)).

Governing system: Setting all time derivatives to zero in the component ODEs yields the nonlinear algebraic system:

\[\frac{\tau_{xx}}{\lambda} - 2\dot{\gamma}\,\tau_{xy} + \frac{\alpha}{\eta_p}(\tau_{xx}^2 + \tau_{xy}^2) = 0\]
\[\frac{\tau_{yy}}{\lambda} + \frac{\alpha}{\eta_p}(\tau_{xy}^2 + \tau_{yy}^2) = 0\]
\[\frac{\tau_{xy}}{\lambda} - \dot{\gamma}\,\tau_{yy} + \frac{\alpha}{\eta_p}\tau_{xy}(\tau_{xx} + \tau_{yy}) = \frac{\eta_p}{\lambda}\dot{\gamma}\]
\[\frac{\tau_{zz}}{\lambda} + \frac{\alpha}{\eta_p}\tau_{zz}^2 = 0 \quad \Rightarrow \quad \tau_{zz} = 0\]

Solution method: Use the analytical formulas from the previous section or Newton–Raphson iteration.

Output observables:

  • Flow curve: \(\sigma_{xy}(\dot{\gamma}) = \eta_s \dot{\gamma} + \tau_{xy,\text{ss}}(\dot{\gamma})\)

  • Viscosity: \(\eta(\dot{\gamma}) = \sigma_{xy}/\dot{\gamma}\)

  • Normal stresses: \(N_1 = \tau_{xx} - \tau_{yy} > 0\), \(N_2 = \tau_{yy} < 0\)

Shear-thinning behavior:

Wi range

\(\eta\) behavior

Physics

\(\text{Wi} \ll 1\)

\(\eta \approx \eta_0\)

Newtonian plateau

\(\text{Wi} \sim 1\)

Onset of thinning

Nonlinear drag effects begin

\(\text{Wi} \gg 1\)

\(\eta \sim \text{Wi}^{-1}\)

Power-law region

Normal stress ratio:

\[\frac{N_2}{N_1} \approx -\frac{\alpha}{2} \quad (\text{at high Wi})\]

This ratio is approximately independent of shear rate, making it the primary experimental route to determine \(\alpha\) [10] [11].

Startup of Steady Shear

Protocol: Apply constant shear rate from rest: \(\dot{\gamma}(t) = \dot{\gamma}_0\,H(t)\), where \(H(t)\) is the Heaviside step function.

Initial conditions: \(\tau_{xx}(0) = \tau_{yy}(0) = \tau_{xy}(0) = \tau_{zz}(0) = 0\)

ODE system:

\[\frac{d\tau_{xx}}{dt} = -\frac{\tau_{xx}}{\lambda} + 2\dot{\gamma}_0\,\tau_{xy} - \frac{\alpha}{\eta_p}(\tau_{xx}^2 + \tau_{xy}^2)\]
\[\frac{d\tau_{yy}}{dt} = -\frac{\tau_{yy}}{\lambda} - \frac{\alpha}{\eta_p}(\tau_{xy}^2 + \tau_{yy}^2)\]
\[\frac{d\tau_{xy}}{dt} = -\frac{\tau_{xy}}{\lambda} + \dot{\gamma}_0\,\tau_{yy} - \frac{\alpha}{\eta_p}\tau_{xy}(\tau_{xx} + \tau_{yy}) + \frac{\eta_p}{\lambda}\dot{\gamma}_0\]

Output: \(\sigma_{xy}(t) = \eta_s \dot{\gamma}_0 + \tau_{xy}(t)\) and \(N_1(t) = \tau_{xx}(t) - \tau_{yy}(t)\).

Characteristic features:

Time/strain regime

Behavior

\(t \ll \lambda\) (linear elastic)

\(\tau_{xy} \approx G\,\dot{\gamma}_0\,t\) (affine, slope = \(G\))

\(\gamma \sim O(1)\) (overshoot)

Stress peaks above steady state, \(N_1\) also overshoots

\(t \gg \lambda\) (steady state)

Stress relaxes to \(\tau_{xy,\text{ss}}\)

Overshoot characteristics:

  • Peak strain: \(\gamma_{\text{peak}} \sim 2\text{–}3\) strain units (depends on Wi and \(\alpha\))

  • Overshoot ratio: \(\sigma_{\text{peak}}/\sigma_{\text{ss}}\) increases with Wi

  • Higher \(\alpha\) gives smaller overshoot (stronger nonlinear damping)

  • High-Wi scaling: \(\gamma_{\text{peak}} \sim \text{const}\) (2–3), \(\sigma_{\text{peak}}/\sigma_{\text{ss}} \sim \text{Wi}^{1/2}\)

Stress Relaxation

Protocol: Apply instantaneous step strain \(\gamma_0\) at \(t = 0\), then \(\dot{\gamma}(t > 0) = 0\).

Initial conditions (from instantaneous elastic response):

\[\tau_{xy}(0^+) = G\,\gamma_0 = \frac{\eta_p}{\lambda}\,\gamma_0\]
\[\tau_{xx}(0^+) = 2\,G\,\gamma_0^2\]
\[\tau_{yy}(0^+) = 0, \qquad \tau_{zz}(0^+) = 0\]

Relaxation ODEs (with \(\dot{\gamma} = 0\)):

\[\frac{d\tau_{xx}}{dt} = -\frac{\tau_{xx}}{\lambda} - \frac{\alpha}{\eta_p}(\tau_{xx}^2 + \tau_{xy}^2)\]
\[\frac{d\tau_{yy}}{dt} = -\frac{\tau_{yy}}{\lambda} - \frac{\alpha}{\eta_p}(\tau_{xy}^2 + \tau_{yy}^2)\]
\[\frac{d\tau_{xy}}{dt} = -\frac{\tau_{xy}}{\lambda} - \frac{\alpha}{\eta_p}\tau_{xy}(\tau_{xx} + \tau_{yy})\]

Linear regime (small \(\gamma_0\), quadratic terms negligible):

\[G(t) = \frac{\tau_{xy}(t)}{\gamma_0} = G\,e^{-t/\lambda}\]

Nonlinear regime (finite \(\gamma_0\)):

The quadratic \(\alpha\)-terms accelerate relaxation when stress is high, giving faster-than-exponential initial decay:

\[\sigma(t) < \sigma_0 \exp(-t/\lambda)\]

Damping function (quantifies strain-dependent relaxation):

\[h(\gamma_0) = \frac{G(t, \gamma_0)}{G(t)} \quad \text{at early times}\]

For the Giesekus model, the instantaneous response obeys the Lodge–Meissner rule (\(h(\gamma) = 1\) at \(t = 0^+\)), but nonlinear effects emerge during the relaxation process.

Time-strain separability (approximate):

\[G(t, \gamma_0) \approx G(t) \cdot h(\gamma_0)\]

where \(G(t) = G\,e^{-t/\lambda}\) and \(h(\gamma_0)\) is the damping function.

Creep (Step Stress)

Protocol: Apply constant total shear stress \(\sigma_{xy}(t) = \sigma_0\,H(t)\).

Stress-control closure: The applied stress constraint gives:

\[\dot{\gamma}(t) = \frac{\sigma_0 - \tau_{xy}(t)}{\eta_s}\]

This makes the shear rate a dependent variable computed from the evolving polymer stress.

Coupled ODE system (5 equations: 4 stress + strain):

\[\frac{d\tau_{xx}}{dt} = -\frac{\tau_{xx}}{\lambda} + 2\dot{\gamma}\,\tau_{xy} - \frac{\alpha}{\eta_p}(\tau_{xx}^2 + \tau_{xy}^2)\]
\[\frac{d\tau_{yy}}{dt} = -\frac{\tau_{yy}}{\lambda} - \frac{\alpha}{\eta_p}(\tau_{xy}^2 + \tau_{yy}^2)\]
\[\frac{d\tau_{xy}}{dt} = -\frac{\tau_{xy}}{\lambda} + \dot{\gamma}\,\tau_{yy} - \frac{\alpha}{\eta_p}\tau_{xy}(\tau_{xx} + \tau_{yy}) + \frac{\eta_p}{\lambda}\dot{\gamma}\]
\[\frac{d\gamma}{dt} = \dot{\gamma}(t) = \frac{\sigma_0 - \tau_{xy}(t)}{\eta_s}\]

where \(\dot{\gamma}\) in the stress equations is evaluated from the closure at each time step.

Initial conditions: \(\tau_{xx} = \tau_{yy} = \tau_{xy} = \tau_{zz} = \gamma = 0\)

Creep compliance:

\[J(t) = \frac{\gamma(t)}{\sigma_0}\]

Limiting behaviors:

Time

\(J(t)\)

Physics

\(t \to 0^+\)

\(J_0 = 1/G = \lambda/\eta_p\)

Instantaneous elastic compliance

\(t \to \infty\)

\(J(t) \sim t/\eta_0\)

Steady-state viscous flow

Recovery after unloading (stress removed at \(t = t_1\)):

  • Elastic strain recovered: \(\Delta\gamma_{\text{rec}} \approx \sigma_0/G\)

  • Permanent (viscous) strain: \(\gamma_{\text{perm}} = \gamma(t_1) - \Delta\gamma_{\text{rec}}\)

Note

When \(\eta_s = 0\) (no solvent), the stress-control closure becomes singular. This case requires a DAE (differential-algebraic equation) solver or reformulation.

Small-Amplitude Oscillatory Shear (SAOS)

Protocol: \(\gamma(t) = \gamma_0 \sin(\omega t)\) with \(\gamma_0 \ll 1\).

In the linear limit, the quadratic \(\alpha\)-term is negligible and the Giesekus model reduces to the Oldroyd-B/Maxwell response. The SAOS moduli are therefore independent of \(\alpha\):

Storage modulus:

\[G'(\omega) = G \frac{(\omega\lambda)^2}{1 + (\omega\lambda)^2} = \frac{\eta_p \omega^2 \lambda}{1 + (\omega\lambda)^2}\]

Loss modulus:

\[G''(\omega) = G \frac{\omega\lambda}{1 + (\omega\lambda)^2} + \eta_s \omega = \frac{\eta_p \omega}{1 + (\omega\lambda)^2} + \eta_s \omega\]

where \(G = \eta_p/\lambda\) is the elastic modulus.

Complex viscosity:

\[\eta'(\omega) = \frac{\eta_p}{1 + (\omega\lambda)^2} + \eta_s\]
\[\eta''(\omega) = \frac{\eta_p \omega\lambda}{1 + (\omega\lambda)^2}\]

Limiting behaviors:

Frequency

\(G'\)

\(G''\)

\(\omega \to 0\)

\(G' \sim \omega^2\)

\(G'' \sim \omega\)

\(\omega \to \infty\)

\(G' \to G = \eta_p/\lambda\)

\(G'' \sim \eta_s \omega\) (solvent)

Crossover frequency:

\[\omega_c = 1/\lambda \quad \text{where } G'(\omega_c) = G''(\omega_c) - \eta_s\omega_c\]

Large-Amplitude Oscillatory Shear (LAOS)

Protocol: \(\gamma(t) = \gamma_0 \sin(\omega t)\) with \(\gamma_0\) finite.

The shear rate is \(\dot{\gamma}(t) = \gamma_0 \omega \cos(\omega t)\).

Full ODE system: The component equations are the same as the general simple shear system with the time-dependent \(\dot{\gamma}(t)\) inserted:

\[\frac{d\tau_{xx}}{dt} = -\frac{\tau_{xx}}{\lambda} + 2\dot{\gamma}(t)\,\tau_{xy} - \frac{\alpha}{\eta_p}(\tau_{xx}^2 + \tau_{xy}^2)\]
\[\frac{d\tau_{yy}}{dt} = -\frac{\tau_{yy}}{\lambda} - \frac{\alpha}{\eta_p}(\tau_{xy}^2 + \tau_{yy}^2)\]
\[\frac{d\tau_{xy}}{dt} = -\frac{\tau_{xy}}{\lambda} + \dot{\gamma}(t)\,\tau_{yy} - \frac{\alpha}{\eta_p}\tau_{xy}(\tau_{xx} + \tau_{yy}) + \frac{\eta_p}{\lambda}\dot{\gamma}(t)\]

The total shear stress is \(\sigma(t) = \tau_{xy}(t) + \eta_s \dot{\gamma}(t)\).

Fourier decomposition of the periodic stress response [16]:

\[\sigma(t) = \sum_{n=1,3,5,\ldots} \bigl[\sigma_n' \sin(n\omega t) + \sigma_n'' \cos(n\omega t)\bigr]\]

Only odd harmonics appear due to the symmetry of shear flow.

First harmonic moduli (strain-amplitude dependent):

\[G_1'(\omega, \gamma_0) = \frac{\sigma_1'}{\gamma_0}, \qquad G_1''(\omega, \gamma_0) = \frac{\sigma_1''}{\gamma_0}\]

Third harmonic ratio (primary nonlinearity measure):

\[I_{3/1} = \frac{\sqrt{\sigma_3'^2 + \sigma_3''^2}}{\sqrt{\sigma_1'^2 + \sigma_1''^2}}\]

MAOS scaling (medium-amplitude regime):

\[I_{3/1} \sim \gamma_0^2 \quad \text{as } \gamma_0 \to 0\]

Chebyshev decomposition:

\[\sigma(\gamma, \dot{\gamma}) = \gamma_0 \sum_{n \text{ odd}} \bigl[e_n\,T_n(x) + v_n\,T_n(y)\bigr]\]

where \(x = \gamma/\gamma_0\), \(y = \dot{\gamma}/(\gamma_0\omega)\), and \(T_n\) are Chebyshev polynomials.

Pipkin diagram regimes:

\(\text{De} = \omega\lambda\)

\(\text{Wi} = \gamma_0 \omega \lambda\)

Regime

Any

\(\ll 1\)

Linear viscoelastic (SAOS)

\(\ll 1\)

Any

Quasi-steady nonlinear

\(\gg 1\)

\(\gg 1\)

Highly nonlinear viscoelastic

Giesekus LAOS signatures:

Feature

Giesekus behavior

Strain softening

\(G_1'\) decreases with \(\gamma_0\) (from \(\alpha > 0\))

Higher harmonics

Present due to quadratic stress term

Lissajous shape

Ellipse, tilted/distorted at high \(\gamma_0\)

\(I_{3/1}\) scaling

\(I_{3/1} \sim \gamma_0^2\) in MAOS regime


Multi-Mode Giesekus

Motivation

Real polymer systems have a broad spectrum of relaxation times arising from polydispersity and the range of molecular conformations. A single-mode Giesekus model cannot capture the broad frequency dependence typically observed in \(G'(\omega)\) and \(G''(\omega)\) data. The multi-mode extension addresses this by superposing \(N\) independent Giesekus modes.

Constitutive Equation

The total stress is:

\[\boldsymbol{\sigma} = -p\mathbf{I} + 2\eta_s\mathbf{D} + \sum_{k=1}^{N} \boldsymbol{\tau}_k\]

where each mode \(k\) evolves independently:

\[\boldsymbol{\tau}_k + \lambda_k \overset{\nabla}{\boldsymbol{\tau}_k} + \frac{\alpha_k \lambda_k}{\eta_{p,k}} \boldsymbol{\tau}_k \cdot \boldsymbol{\tau}_k = 2\eta_{p,k}\,\mathbf{D}\]

Each mode has its own relaxation time \(\lambda_k\), polymer viscosity \(\eta_{p,k}\), and mobility factor \(\alpha_k\).

Linear Viscoelastic Spectra (SAOS)

For multi-mode SAOS, the moduli superpose linearly:

\[G'(\omega) = \sum_{k=1}^{N} \frac{\eta_{p,k}\,\omega^2\,\lambda_k}{1 + (\omega\lambda_k)^2}\]
\[G''(\omega) = \sum_{k=1}^{N} \frac{\eta_{p,k}\,\omega}{1 + (\omega\lambda_k)^2} + \eta_s\,\omega\]

Zero-Shear Properties

\[\eta_0 = \sum_{k=1}^{N} \eta_{p,k} + \eta_s\]
\[\Psi_{1,0} = 2 \sum_{k=1}^{N} \eta_{p,k}\,\lambda_k\]
\[\Psi_{2,0} = -\sum_{k=1}^{N} \alpha_k\,\eta_{p,k}\,\lambda_k\]

Multi-Mode ODE State Vector

For transient simulations, the state vector has \(4N\) components (4 stress components per mode). Each mode evolves independently with its own parameters but shares the same velocity field \(\dot{\gamma}(t)\):

\[\mathbf{y} = [\tau_{xx}^{(1)}, \tau_{yy}^{(1)}, \tau_{xy}^{(1)}, \tau_{zz}^{(1)}, \ldots, \tau_{xx}^{(N)}, \tau_{yy}^{(N)}, \tau_{xy}^{(N)}, \tau_{zz}^{(N)}]\]

Fitting Strategy

  1. Discrete spectrum from SAOS: Fit \(G_k = \eta_{p,k}/\lambda_k\) and \(\lambda_k\) to SAOS data

  2. Logarithmic spacing: Place \(\lambda_k\) at logarithmically spaced points across the frequency window

  3. Regularization: Use non-negative least squares (NNLS) or Tikhonov regularization to avoid overfitting

  4. Typical mode count: 5–10 modes cover 4–6 decades in frequency

  5. Fix \(\alpha_k\) from nonlinear data: The linear spectrum determines \(\eta_{p,k}\) and \(\lambda_k\); fit \(\alpha_k\) to flow curve or normal stress data


Parameters

Giesekus Model Parameters

Parameter

Symbol

Units

Bounds

Physical Meaning

\(\eta_p\)

\(\eta_p\)

Pa·s

(1e-3, 1e6)

Polymer zero-shear viscosity

\(\lambda\)

\(\lambda\)

s

(1e-6, 1e4)

Characteristic relaxation time

\(\alpha\)

\(\alpha\)

[0, 0.5]

Mobility anisotropy factor

\(\eta_s\)

\(\eta_s\)

Pa·s

[0, 1e4)

Solvent/Newtonian viscosity

Parameter Interpretation

Polymer viscosity \(\eta_p\):
  • Dominant contribution to zero-shear viscosity

  • Scales with molecular weight: \(\eta_p \sim M_w^{3.4}\) above entanglement

  • Temperature dependent via Arrhenius/WLF

Relaxation time \(\lambda\):
  • Time for stress to decay to 1/e of initial value

  • Scales with molecular weight: \(\lambda \sim M_w^{3.4}\)

  • Defines crossover frequency: \(\omega_c = 1/\lambda\)

Mobility factor \(\alpha\):
  • \(\alpha = 0\): Isotropic mobility (UCM limit)

  • \(\alpha = 0.5\): Maximum anisotropy

  • Directly measurable: \(\alpha = -2 N_2/N_1\)

  • Typical values: - Polymer melts: 0.1–0.3 - Concentrated solutions: 0.2–0.4 - Wormlike micelles: 0.3–0.5

Solvent viscosity \(\eta_s\):
  • Newtonian background contribution

  • Important for dilute/semi-dilute solutions

  • Often negligible for melts (\(\eta_s \ll \eta_p\))

Physical Constraints

  • \(0 \leq \alpha \leq 0.5\) for most physical systems

  • \(\alpha > 0.5\) can produce unphysical behavior at high Wi (non-monotonic flow curves)

  • \(\eta_s \geq 0\), \(\lambda > 0\), \(\eta_p > 0\)

Typical Parameter Ranges by Material

Material

\(\eta_p\) (Pa·s)

\(\lambda\) (s)

\(\alpha\)

\(\eta_s\) (Pa·s)

Polymer solutions

0.1–1000

0.001–10

0.1–0.5

0.001–1

Polymer melts

100–106

0.1–1000

0.1–0.5

~0

Wormlike micelles

1–100

0.1–10

0.3–0.5

0.001–0.1

Derived Quantities

  • Zero-shear viscosity: \(\eta_0 = \eta_p + \eta_s\)

  • Elastic modulus: \(G = \eta_p/\lambda\)

  • Weissenberg number: \(\text{Wi} = \lambda \dot{\gamma}\)

  • Deborah number: \(\text{De} = \lambda/t_{\text{obs}}\)


Validity and Assumptions

Model Assumptions

  1. Incompressibility: Constant density during deformation

  2. Homogeneous deformation: No spatial gradients in material properties

  3. Isothermal conditions: Temperature held constant

  4. Upper-convected derivative: Frame-invariant stress transport

  5. Single relaxation time: Monodisperse or narrow distribution

Validity Range

Condition

Range

Notes

Weissenberg number

\(\text{Wi} \lesssim 100\)

Numerical stability limit

Shear rate

\(\dot{\gamma} < 1/\lambda\) to \(100/\lambda\)

Power-law region

Strain (startup)

\(\gamma \lesssim 10\)

Overshoot captured

Temperature

Near reference T

Use TTS for other temperatures

Limitations

  1. Single relaxation time: Real polymers have spectra (use multi-mode)

  2. No extensional hardening: Underpredicts extensional viscosity

  3. Fixed \(N_2/N_1\) ratio: Cannot vary independently

  4. Numerical stiffness: High Wi may require adaptive solvers

When NOT to Use

  • Extensional flows: Use FENE-P or PTT for extensional hardening

  • Broad relaxation spectra: Use multi-mode Giesekus

  • Thixotropic materials: Use fluidity models

  • Yield stress fluids: Use EVP models (Saramito)


Regimes and Behavior

Weissenberg Number Regimes

Regime

Wi Range

Viscosity

Physics

Newtonian

\(\text{Wi} \ll 1\)

\(\eta \approx \eta_0\)

Linear response, no thinning

Transition

\(\text{Wi} \sim 1\)

Onset of thinning

Nonlinear effects begin

Power-law

\(\text{Wi} \gg 1\)

\(\eta \sim \text{Wi}^{n-1}\)

Strong shear-thinning

Effect of \(\alpha\) on Behavior

\(\alpha\) value

Shear-thinning

\(N_2/N_1\)

Example materials

0

None (UCM)

0

Ideal elastic liquid

0.1

Weak

−0.05

Some polymer melts

0.3

Moderate

−0.15

Typical polymers

0.5

Maximum

−0.25

Wormlike micelles


What You Can Learn

From SAOS Data

Extractable parameters: \(\eta_p\), \(\lambda\), \(\eta_s\), \(G\)

Observable

Extracted quantity

\(G''/\omega\) as \(\omega \to 0\)

\(\eta_0 = \eta_p + \eta_s\)

\(G''/\omega\) as \(\omega \to \infty\)

\(\eta_s\) (high-frequency limit)

Crossover \(G' = G'' - \eta_s\omega\)

\(\lambda = 1/\omega_c\)

\(G'\) plateau (\(\omega \to \infty\))

\(G = \eta_p/\lambda\)

What this reveals:

  • Elastic modulus \(G\): Network strength / entanglement density

  • Relaxation time \(\lambda\): Molecular weight, longest relaxation mode

  • Relaxation spectrum width: Single-mode fit quality indicates how narrow/broad the spectrum is

Note

The mobility parameter \(\alpha\) is not determinable from SAOS data because SAOS is \(\alpha\)-independent (linear regime).

From Steady Shear (Flow Curve)

Extractable parameters: \(\eta_0\), \(\lambda\) (onset), \(\alpha\) (shape)

Observable

Extracted quantity

Low-rate plateau \(\eta(\dot{\gamma} \to 0)\)

\(\eta_0 = \eta_p + \eta_s\)

Onset shear rate for thinning

\(\lambda \approx 1/\dot{\gamma}_{\text{onset}}\)

Shape of thinning curve

\(\alpha\) (controls power-law slope)

What this reveals:

  • Molecular weight (via \(\eta_0\) and \(\lambda\) scaling laws)

  • Entanglement density: \(\eta_0 \sim c^{3.4}\) for entangled systems

  • Cross-validation: Compare \(\eta_0\) and \(\lambda\) from SAOS

From Normal Stress Measurements

Primary output: Direct \(\alpha\) determination.

\[\alpha = -\frac{2\,N_2}{N_1}\]

What this reveals:

  • Degree of molecular anisotropy: Higher \(\alpha\) indicates more anisotropic drag

  • Material classification: Polymer melts (\(\alpha \sim 0.1\text{–}0.3\)), wormlike micelles (\(\alpha \sim 0.3\text{–}0.5\))

  • Experimental techniques: Cone-and-plate (for \(N_1\)), parallel-plate edge measurements or cone-partitioned plate (for \(N_2\))

From Startup Flow

Primary outputs:

  • Overshoot ratio \(\sigma_{\text{max}}/\sigma_{\text{ss}}\): Increases with Wi, quantifies nonlinear viscoelastic character

  • Strain at peak: \(\gamma_{\text{peak}} \sim 2\text{–}3\) — network deformation scale

  • Time to steady state: \(\sim 3\text{–}5\lambda\) — validates relaxation time

  • Initial slope: \(d\sigma/d\gamma|_{t \to 0} = G\) — instantaneous elastic modulus

From Stress Relaxation

Primary outputs:

  • Exponential vs. faster-than-exponential decay: Faster initial decay confirms \(\alpha > 0\)

  • Relaxation modulus: \(G(t) = \tau_{xy}(t)/\gamma_0\) — full time-dependent response

  • Damping function \(h(\gamma_0)\): Quantifies nonlinear strain effects (strain thinning)

  • Time-strain separability: Whether \(G(t, \gamma_0) \approx G(t) \cdot h(\gamma_0)\) holds

From Creep

Primary outputs:

  • Instantaneous compliance: \(J_0 = 1/G = \lambda/\eta_p\)

  • Steady-state viscosity: Long-time slope \(dJ/dt \to 1/\eta_0\)

  • Elastic recovery (after unloading): Recoverable strain \(\approx \sigma_0/G\)

  • Retardation spectrum: Transition from elastic to viscous response

From LAOS

Primary outputs [16]:

  • Strain softening onset: Critical \(\gamma_0\) where \(G_1'\) begins decreasing — identifies linear-to-nonlinear transition

  • Third harmonic ratio \(I_{3/1}\): Quantifies strength of nonlinearity

  • MAOS scaling \(I_{3/1} \sim \gamma_0^2\): Material time exponent from intrinsic nonlinearity

  • Lissajous shapes: Visual nonlinear fingerprint — ellipse distortion at high amplitude

  • Chebyshev coefficients \(e_n, v_n\): Decompose intracycle elastic and viscous nonlinearity

Combined Multi-Protocol Analysis

Recommended fitting sequence:

  1. SAOS: \(\eta_p, \lambda, \eta_s\) (linear parameters, \(\alpha\)-independent)

  2. Flow curve: refine \(\eta_p, \lambda\); determine \(\alpha\) from thinning shape

  3. Normal stresses: fix \(\alpha = -2N_2/N_1\) (most direct route)

  4. Startup: validate overshoot predictions, refine \(\alpha\)

  5. Relaxation/Creep: confirm time constants, validate nonlinear response

Parameter-to-data mapping:

Data type

\(\eta_p\)

\(\lambda\)

\(\alpha\)

\(\eta_s\)

Strength

SAOS

Best for linear params

Flow curve

Thinning shape gives \(\alpha\)

\(N_1, N_2\)

✓✓

Most direct \(\alpha\)

Startup

Overshoot validates model

Relaxation

(✓)

Decay rate confirms \(\lambda\)

Creep

(✓)

Compliance confirms \(G\)

(✓✓ = primary route; ✓ = determinable; (✓) = weakly sensitive; — = not accessible)


Experimental Design

When to Use Giesekus

Use the Giesekus model when your material exhibits:

  1. Shear-thinning viscosity

  2. Measurable \(N_2\) (negative second normal stress difference)

  3. Stress overshoot in startup flow

  4. SAOS that fits Maxwell/Generalized Maxwell

  5. Single or narrow relaxation time distribution

Decision Tree

Is N_2 measurable (negative)?
├── YES → Giesekus captures N_2/N_1 = -α/2
│
└── NO → Is only shear-thinning needed?
    ├── YES → Consider simpler Carreau/Cross
    └── NO → Consider PTT or FENE-P for extensional

Material-Specific Recommendations

Material

Typical \(\alpha\)

n_modes

Key protocols

Polymer melts

0.1–0.3

3–5

Flow curve + SAOS + \(N_2\)

Polymer solutions

0.2–0.4

1–3

Startup + SAOS

Wormlike micelles

0.3–0.5

1

Startup overshoot + relaxation

Biological fluids

0.2–0.4

2–3

SAOS + low-Wi flow curve


Computational Implementation

RheoJAX Implementation

The Giesekus model in RheoJAX uses:

  • JAX acceleration: JIT-compiled kernels for fast predictions

  • diffrax integration: Adaptive ODE solvers (Tsit5) for transients

  • Analytical solutions: Where available (steady shear, SAOS)

  • Float64 precision: Essential for accurate stress calculations

Architecture

GiesekusBase (ABC)
├── GiesekusSingleMode
│   ├── Analytical: flow_curve, SAOS
│   └── ODE: startup, relaxation, creep, LAOS
│
└── GiesekusMultiMode
    ├── SAOS superposition (analytical)
    └── Extended state vector ODE

Numerical Considerations

Steady-state solver:

  • Newton iteration for auxiliary function f(Wi)

  • Converges in 5–10 iterations typically

  • May need damping at very high Wi

ODE integration:

  • Tsit5 (Runge-Kutta 5(4)) for accuracy

  • Adaptive step size with PIDController

  • rtol=1e-6, atol=1e-8 default tolerances

Numerical stability:

  • High Wi (>100) may require reduced tolerances

  • Very small \(\alpha\) (<0.01) approaches UCM singularities

  • Use log-residuals for fitting flow curves


Fitting Guidance

Initial Parameter Estimates

From SAOS data:

# At crossover (G' = G'')
lambda_1 = 1 / omega_crossover
G = G_prime_at_crossover * 2  # G' = G'' = G/2 at crossover
eta_p = G * lambda_1

From flow curve:

# Zero-shear plateau
eta_0 = stress[0] / gamma_dot[0]  # At lowest rate

# Onset of thinning
lambda_1 = 1 / gamma_dot_onset  # Where η starts dropping

\(\alpha\) estimation:

# From normal stresses (if available)
alpha = -2 * N2 / N1

# From thinning slope (rough estimate)
# High-Wi slope of η vs γ̇ in log-log ≈ (n-1)
# For Giesekus: n ≈ 0.5 at alpha = 0.5

From transient data:

Observable

Estimated parameter

Time to steady state

\(\lambda \approx t_{\text{ss}} / (3\text{–}5)\)

Overshoot magnitude

Higher \(\alpha\) gives smaller overshoot

Initial slope in startup

\(G = \eta_p/\lambda\) from \(d\sigma/d\gamma|_0\)

Parameter Estimation Summary

Parameter

From SAOS

From steady shear

From transient

\(\eta_p\)

\(\eta_0 - \eta_s\)

Low-rate plateau − \(\eta_s\)

Initial slope / \(\lambda\)

\(\lambda\)

\(1/\omega_c\)

\(1/\dot{\gamma}_{\text{onset}}\)

\(t_{\text{ss}}/(3\text{–}5)\)

\(\alpha\)

— (not accessible)

Thinning shape; \(-2N_2/N_1\)

Overshoot ratio

\(\eta_s\)

High-\(\omega\) \(G''/\omega\)

High-rate plateau

Fitting Strategy

  1. Fix \(\eta_s\) if known (pure solvent viscosity)

  2. Fit SAOS first for \(\eta_p\), \(\lambda\) (\(\alpha\)-independent)

  3. Fit flow curve to refine and get \(\alpha\)

  4. Validate with startup for dynamic behavior

Multi-Mode Fitting

  1. Discrete spectrum from SAOS: Fit \(G_k, \lambda_k\) pairs to \(G'(\omega), G''(\omega)\) using logarithmically spaced relaxation times

  2. Non-negative least squares (NNLS): Ensures \(\eta_{p,k} \geq 0\)

  3. Tikhonov regularization: Prevents overfitting when the number of modes exceeds data quality

  4. Fix \(\alpha_k\) after linear fit: Determine mobility factors from nonlinear data (flow curve, normal stresses)

  5. Typical: 5–10 modes for 4–6 decades in frequency

Troubleshooting

Problem

Likely Cause

Solution

Poor flow curve fit

Wrong \(\alpha\)

Use \(N_2/N_1\) to fix \(\alpha\), then fit others

Overshoot too small

\(\alpha\) too low

Increase \(\alpha\) toward 0.5

No convergence at high Wi

Numerical stiffness

Reduce max Wi, use adaptive solver

Relaxation too slow

\(\lambda\) too long

Fit SAOS crossover more carefully

SAOS mismatch

Single mode inadequate

Use multi-mode Giesekus


Usage Examples

Basic Single-Mode

from rheojax.models.giesekus import GiesekusSingleMode
import numpy as np

# Create model with parameters
model = GiesekusSingleMode()
model.parameters.set_value("eta_p", 100.0)  # Pa·s
model.parameters.set_value("lambda_1", 1.0)  # s
model.parameters.set_value("alpha", 0.3)     # dimensionless
model.parameters.set_value("eta_s", 10.0)    # Pa·s

# Predict flow curve
gamma_dot = np.logspace(-2, 2, 50)
sigma = model.predict(gamma_dot, test_mode='flow_curve')

# Get viscosity
_, eta, _ = model.predict_flow_curve(gamma_dot, return_components=True)

Predict SAOS

# SAOS is alpha-independent (linear regime)
omega = np.logspace(-2, 3, 50)
G_prime, G_double_prime = model.predict_saos(omega)

# Complex modulus
G_star = np.sqrt(G_prime**2 + G_double_prime**2)

Normal Stress Prediction

# Normal stress differences
gamma_dot = np.logspace(-1, 2, 30)
N1, N2 = model.predict_normal_stresses(gamma_dot)

# Verify diagnostic ratio
ratio = N2 / N1  # Should equal -alpha/2 = -0.15 (for alpha=0.3)

Startup with Overshoot

# Startup flow at constant rate
t = np.linspace(0, 10, 500)
sigma_t = model.simulate_startup(t, gamma_dot=10.0)

# Find overshoot
sigma_max = np.max(sigma_t)
sigma_ss = sigma_t[-1]
overshoot_ratio = sigma_max / sigma_ss  # > 1 indicates overshoot

# Get full stress tensor evolution
result = model.simulate_startup(t, gamma_dot=10.0, return_full=True)

Multi-Mode Giesekus

from rheojax.models.giesekus import GiesekusMultiMode

# Create 3-mode model
model = GiesekusMultiMode(n_modes=3)

# Set per-mode parameters
model.set_mode_params(0, eta_p=100.0, lambda_1=10.0, alpha=0.3)
model.set_mode_params(1, eta_p=50.0, lambda_1=1.0, alpha=0.25)
model.set_mode_params(2, eta_p=20.0, lambda_1=0.1, alpha=0.2)
model.parameters.set_value("eta_s", 5.0)

# SAOS captures broad spectrum
omega = np.logspace(-3, 3, 100)
G_prime, G_double_prime = model.predict_saos(omega)

Bayesian Fitting

from rheojax.core.data import RheoData

# Create data object
data = RheoData(x=omega, y=G_star, test_mode='oscillation')

# NLSQ warm-start
model.fit(data)

# Bayesian inference
result = model.fit_bayesian(
    data,
    num_warmup=1000,
    num_samples=2000,
    num_chains=4,
    seed=42
)

# Get credible intervals
intervals = model.get_credible_intervals(result.posterior_samples)

Model Comparison

vs. Upper-Convected Maxwell (UCM)

Feature

UCM (\(\alpha = 0\))

Giesekus (\(\alpha > 0\))

Viscosity

Constant

Shear-thinning

\(N_1\)

Positive

Positive

\(N_2\)

Zero

Negative

Startup

Overshoot (weak)

Overshoot (strong)

Relaxation

Exponential

Faster than exponential

vs. Phan-Thien–Tanner (PTT)

Feature

Giesekus

PTT

Thinning mechanism

Anisotropic drag

Network destruction

\(N_2/N_1\)

Fixed = \(-\alpha/2\)

Adjustable

Extensional

Bounded

Bounded (stronger)

Parameters

4

4-5

Best for

Shear flows

Mixed flows

vs. FENE-P

Feature

Giesekus

FENE-P

Mechanism

Anisotropic drag

Finite extensibility

Extensional

Moderate

Strong hardening

Shear thinning

Strong

Moderate

\(N_2\)

Nonzero

Zero

Best for

Shear + \(N_2\)

Extensional flows

When to Choose Each Model

  • Giesekus: Need \(N_2\) prediction, shear-dominated flows

  • PTT: Mixed shear-extension, adjustable \(N_2/N_1\)

  • FENE-P: Extension-dominated, fiber spinning

  • Oldroyd-B/UCM: Simple validation, teaching


See Also


References

Further Reading

  • Giesekus, H. (1985). “Constitutive equations for polymer fluids based on the concept of configuration-dependent molecular mobility: a generalized mean-configuration model.” J. Non-Newtonian Fluid Mech., 17, 349-372.

  • Bird, R.B., & Wiest, J.M. (1995). “Constitutive equations for polymeric liquids.” Annual Review of Fluid Mechanics, 27, 169-193.

  • Owens, R.G., & Phillips, T.N. (2002). Computational Rheology. Imperial College Press. Chapter 3.

  • Ewoldt, R.H., & McKinley, G.H. (2010). “On secondary loops in LAOS via self-intersection of Lissajous-Bowditch curves.” Rheol. Acta, 49, 213-219.


API References

  • Module: rheojax.models.giesekus

  • Class: rheojax.models.giesekus.GiesekusSingleMode

  • Class: rheojax.models.giesekus.GiesekusMultiMode