1.5.3 Stress rates
ABAQUS中的应力率Stress rates - 图3

Products: Abaqus/Standard Abaqus/Explicit
Many of the materials we wish to model with Abaqus are history dependent, and it is common for the constitutive equations to appear in rate form. In “Stress measures,”Section 1.5.2, it was suggested that an appropriate stress measure for stress-sensitive materials (such as yielding materials) is the Kirchhoff stress. We, therefore, need to define the rate of Kirchhoff stress for use in the constitutive equations. This definition is not simply the material time rate of Kirchhoff stress, because the Kirchhoff stress components are associated with spatial directions in the current configuration (recall that the Kirchhoff stress is ABAQUS中的应力率Stress rates - 图4, where J is the volume change from the reference configuration and ABAQUS中的应力率Stress rates - 图5 is the Cauchy stress, defined by ABAQUS中的应力率Stress rates - 图6, where ABAQUS中的应力率Stress rates - 图7 and ABAQUS中的应力率Stress rates - 图8 are vectors in the current configuration).
To illustrate the issue, consider a uniaxial tension specimen under constant axial force P, lying along the x-axis at time ABAQUS中的应力率Stress rates - 图9 and rotated—with the axial force held constant—to lie along the y-axis at time ABAQUS中的应力率Stress rates - 图10 (see Figure 1.5.3–1).
Figure 1.5.3–1 Rotated specimen.
ABAQUS中的应力率Stress rates - 图11
Write the stress components on the global ABAQUS中的应力率Stress rates - 图12 rectangular Cartesian basis. At time ABAQUS中的应力率Stress rates - 图13, ABAQUS中的应力率Stress rates - 图14, and all other ABAQUS中的应力率Stress rates - 图15, while at time ABAQUS中的应力率Stress rates - 图16, ABAQUS中的应力率Stress rates - 图17, and all other ABAQUS中的应力率Stress rates - 图18. Obviously during ABAQUS中的应力率Stress rates - 图19, ABAQUS中的应力率Stress rates - 图20 and ABAQUS中的应力率Stress rates - 图21, but equally clearly this rate of change of stress has nothing to do with the constitutive response of the material making up the bar. (A materially based stress, such as the second Piola-Kirchhoff stress, would stay constant during the above rotation, because its components are associated with a material basis.) The problem, then, is that the components of ABAQUS中的应力率Stress rates - 图22 or ABAQUS中的应力率Stress rates - 图23 are associated with current directions in space and, therefore, ABAQUS中的应力率Stress rates - 图24 and ABAQUS中的应力率Stress rates - 图25 will be nonzero if there is pure rigid body rotation, even though from a constitutive point of view the material is unchanged. Thus, we must divide the increment of ABAQUS中的应力率Stress rates - 图26 or ABAQUS中的应力率Stress rates - 图27 into two parts—one attributable to rigid body motion only and a remainder that is then, presumably, associated with the rate form of the stress-strain law.
We can derive a simple result for this purpose for any matrix whose components are associated with spatial directions. At some time t imagine attaching to a material point a set of base vectors, ABAQUS中的应力率Stress rates - 图28, ABAQUS中的应力率Stress rates - 图29 These vectors cannot stretch but are defined to spin with the same spin as the material. Recall that the spatial gradient of the material particle velocity at a point, ABAQUS中的应力率Stress rates - 图30, was decomposed into a rate of deformation and a spin,
ABAQUS中的应力率Stress rates - 图31
One of the concepts of the motion of the base vectors ABAQUS中的应力率Stress rates - 图32 in Abaqus is that
ABAQUS中的应力率Stress rates - 图33
Another concept of the motion of the base vectors ABAQUS中的应力率Stress rates - 图34 used in Abaqus is
ABAQUS中的应力率Stress rates - 图35
where ABAQUS中的应力率Stress rates - 图36. Here ABAQUS中的应力率Stress rates - 图37 is the rigid body rotation in the polar decomposition of the deformation gradient ABAQUS中的应力率Stress rates - 图38. The differences between these two concepts are significant only if finite rotation of a material point is accompanied by finite shear.
Now consider any matrix ABAQUS中的应力率Stress rates - 图39 based on the current configuration: we can write it in terms of its components in the ABAQUS中的应力率Stress rates - 图40 directions:
ABAQUS中的应力率Stress rates - 图41
Taking the time derivative then gives
ABAQUS中的应力率Stress rates - 图42
The second and third terms are the rate of ABAQUS中的应力率Stress rates - 图43 caused by the rigid body spin, so the first term is that part of ABAQUS中的应力率Stress rates - 图44 caused by other effects (in the case of stress, the rate associated with the constitutive response), called the corotational rate of ABAQUS中的应力率Stress rates - 图45. From the definitions of ABAQUS中的应力率Stress rates - 图46 as rigid base vectors that can be considered to spin with either ABAQUS中的应力率Stress rates - 图47 or ABAQUS中的应力率Stress rates - 图48, we can write two corotational rates of ABAQUS中的应力率Stress rates - 图49 as
ABAQUS中的应力率Stress rates - 图50
and
ABAQUS中的应力率Stress rates - 图51
where ABAQUS中的应力率Stress rates - 图52 and ABAQUS中的应力率Stress rates - 图53 are called the Jaumann and Green-Naghdi rates, respectively.
We, thus, have the total rate of any matrix associated with spatial directions in the current configuration as the sum of the corotational rate of the matrix and a rate caused purely by the local spin or rigid body rotation. For example, the Jaumann rate of change of Kirchhoff stress can be written as
ABAQUS中的应力率Stress rates - 图54
We are assuming that the constitutive theory will define ABAQUS中的应力率Stress rates - 图55, the corotational stress rate per reference volume, in terms of the rate of deformation and past history, so this equation provides a convenient link between that material model and the overall change in “true” (Cauchy) stress (which is the stress measure defined directly from the equilibrium equations). In Chapter 4,“Mechanical Constitutive Theories,” where the constitutive models in Abaqus are discussed, “stress rate” per reference volume will mean ABAQUS中的应力率Stress rates - 图56, the corotational rate of Kirchhoff stress, which is the stress measure work conjugate to the rate of deformation.

Stress rates used in Abaqus
ABAQUS中的应力率Stress rates - 图57

The objective stress rates used in Abaqus are summarized in Table 1.5.3–1. Objective rates are relevant only for rate form constitutive equations (e.g., elastoplasticity). For hyperelastic materials a total formulation is used; hence, the concept of an objective rate is not relevant for the constitutive law. However, when material orientations are defined, the objective rate governs the evolution of the orientations and the output will be affected.

Table 1.5.3–1 Objective stress rates.

Solver Element Type Constitutive Model Objective Rate
Abaqus/Standard Solid (Continuum) All built-in and user-defined materials Jaumann
Structural (Shells, Membranes, Beams, Trusses) All built-in and user-defined materials Green-Naghdi
Abaqus/Explicit Solid (Continuum) All except viscoelastic, brittle cracking, and VUMAT Jaumann
Solid (Continuum) Viscoelastic, brittle cracking, and VUMAT Green-Naghdi
Structural (Shells, Membranes, Beams, Trusses) All built-in and user-defined materials Green-Naghdi

Reference