22.8.2 Parallel network viscoelastic model

Product: Abaqus/Standard  

References

Overview

The parallel network nonlinear viscoelastic model:

Material behavior

The parallel network nonlinear viscoelastic model consists of multiple elastic and viscoelastic networks connected in parallel, as shown in Figure 22.8.2–1. The number of viscoelastic networks, N, can be arbitrary; however, at most one purely elastic equilibrium network (network 0 in Figure 22.8.2–1) is allowed in the model. If the elastic network is not defined, the stress in the material will relax completely over time.

Figure 22.8.2–1 Nonlinear viscoelastic model with multiple parallel networks.

The model can be used to predict complex behavior of viscous materials subjected to finite strains, which cannot be modeled accurately using the linear viscoelastic model available in Abaqus (see Time domain viscoelasticity, Section 22.7.1). An example of such complex behavior is depicted in Figure 22.8.2–2, which shows normalized stress relaxation curves for three different strain levels. This behavior can be modeled accurately using the nonlinear viscoelastic model, but it cannot be captured with the linear model. In the latter case, the three curves would coincide.

Figure 22.8.2–2 Normalized stress relaxation curves for three different strain levels.

Elastic behavior

The elastic part of the response for all the networks is specified using the hyperelastic material model. Any of the hyperelastic models available in Abaqus can be used (see Hyperelastic behavior of rubberlike materials, Section 22.5.1). The same hyperelastic material definition is used for all the networks, scaled by a stiffness ratio specific to each network. Consequently, only one hyperelastic material definition is required by the model along with the stiffness ratio for each network. The elastic response can be specified by defining either the instantaneous response or the long-term response.

Viscous behavior

Viscous behavior must be defined for each viscoelastic network. It is modeled by assuming the multiplicative split of the deformation gradient and the existence of the creep potential, , from which the flow rule is derived. In the multiplicative split the deformation gradient is expressed as

where is the elastic part of the deformation gradient (representing the hyperelastic behavior) and is the creep part of the deformation gradient (representing the stress-free intermediate configuration). The creep potential is assumed to have the general form

where is the Cauchy stress. If the potential is specified, the flow rule can be obtained from

where is the symmetric part of the velocity gradient, , expressed in the current configuration and is the proportionality factor. In this model the creep potential is given by

and the proportionality factor is taken as , where is the equivalent deviatoric Cauchy stress and is the equivalent creep stain rate. In this case the flow rule has the form

or, equivalently

where is the Kirchhoff stress, is the determinant of , is the deviatoric Cauchy stress, is the deviatoric Kirchhoff stress, and . To complete the derivation, the evolution law for must be provided. In this model can be determined from either a power-law strain hardening model or a hyperborlic-sine model.

Power-law strain hardening model

The power-law strain hardening model is available in the form

is the equivalent creep strain rate,

is the equivalent creep strain,

is the equivalent deviatoric Kirchhoff stress, and

A, m, and n

are material parameters.

Hyperbolic-sine law model

The hyperbolic-sine law is available in the form

where

and

are defined above, and

A, B, and n

are material parameters.

Thermal expansion

Only the isotropic thermal expansion is permitted with the nonlinear viscoelastic material (Thermal expansion, Section 26.1.2).

Defining viscoelastic response

The nonlinear viscoelastic response is defined by specifying the identifier, stiffness ratio, and creep law for each viscoelastic network.

Specifying network identifier

Each viscoelastic network in the material model must be assigned a unique network identifier or network id. The network identifiers must be consecutive integers starting with 1. The order in which they are specified is not important.

Input File Usage:          Use the following option to specify the network identifier:
*VISCOELASTIC, NONLINEAR, NETWORKID=networkId

Defining the stiffness ratio

The contribution of each network to the overall response of the material is determined by the value of the stiffness ratio, , which is used to scale the elastic response of the network material. The sum of the stiffness ratios of the viscoelastic networks must be smaller than or equal to 1. If the sum of the ratios is equal to 1, the purely elastic equilibrium network is not created. If the sum of the ratios is smaller than 1, the equilibrium network is created with a stiffness ratio, , equal to

where denotes the number of viscoelastic networks and is the stiffness ratio of network .

Input File Usage:          Use the following option to specify the network's stiffness ratio:
*VISCOELASTIC, NONLINEAR, SRATIO=ratio

Specifying the creep law

The definition of creep behavior in Abaqus/Standard is completed by specifying the creep law.

Strain hardening power law creep model

The strain hardening law is defined by specifying three material parameters: A, n, and m. For physically reasonable behavior A and n must be positive and –1 < m ≤ 0.

Input File Usage:          
*VISCOELASTIC, NONLINEAR, LAW=STRAIN

Hyperbolic sine creep model

The hyperbolic sine creep law is specified by providing three nonnegative parameters: A, B, and n.

Input File Usage:          
*VISCOELASTIC, NONLINEAR, LAW=HYPERB

Material response in different analysis steps

The material is active during all stress/displacement procedure types. However, the creep effects are taken into account only in a quasi-static analysis (see Quasi-static analysis, Section 6.2.5). In other stress/displacement procedures the evolution of the state variables is suppressed and the creep strain remains unchanged.

Elements

The nonlinear viscoelastic model is available with continuum elements that include mechanical behavior (elements that have displacement degrees of freedom), except for one-dimensional and plane stress elements.

Output

In addition to the standard output identifiers available in Abaqus/Standard (Abaqus/Standard output variable identifiers, Section 4.2.1), the following variables have special meaning for the nonlinear viscoelastic material model:

CEEQ

The overall equivalent creep strain, defined as .

CE

The overall creep strain, defined as .

CENER

The overall viscous dissipated energy per unit volume, defined as .

SENER

The overall elastic strain energy density per unit volume, defined as .


In the above definitions denotes the stiffness ratio for network , denotes the number of viscoelastic networks, the subscript or superscript is used to denote network quantities, and the network is assumed to be the purely elastic network.