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objective stress rates : ウィキペディア英語版
objective stress rates

In continuum mechanics, objective stress rates are time derivatives of stress that do not depend on the frame of reference.〔 Many constitutive equations are designed in the form of a relation between a stress-rate and a strain-rate (or the rate of deformation tensor). The mechanical response of a material should not depend on the frame of reference. In other words, material constitutive equations should be frame indifferent (objective). If the stress and strain measures are material quantities then objectivity is automatically satisfied. However, if the quantities are spatial, then the objectivity of the stress-rate is not guaranteed even if the strain-rate is objective.
There are numerous objective stress rates in continuum mechanics - all of which can be shown to be special forms of Lie derivatives. Some of the widely used objective stress rates are:
# the Truesdell rate of the Cauchy stress tensor,
# the Green-Naghdi rate of the Cauchy stress, and
# the Jaumann rate of the Cauchy stress.
The adjacent figure shows the performance of various objective rates in a pure shear test where the material model is hypoelastic with constant elastic moduli. The ratio of the shear stress to the displacement is plotted as a function of time. The same moduli are used with the three objective stress rates. Clearly there are spurious oscillations observed for the Jaumann stress rate.
This is not because one rate is better than another but because it is a misuse of material models to use the same constants with different objective rates. For this reason, a recent trend has been to avoid objective stress rates altogether where possible.
== Non-objectivity of the time derivative of Cauchy stress ==
Under rigid body rotations (\boldsymbol), the Cauchy stress tensor \boldsymbol transforms as
:
\boldsymbol_r = \boldsymbol\cdot\boldsymbol\cdot\boldsymbol^T ~;~~ \boldsymbol\cdot\boldsymbol^T = \boldsymbol is a spatial quantity and the transformation follows the rules of tensor transformations, \boldsymbol is objective. However,
:
\cfrac(\boldsymbol_r) = \dot}\cdot\boldsymbol\cdot\boldsymbol^T +
\boldsymbol\cdot\dot^T + \boldsymbol\cdot\boldsymbol\cdot\dot\cdot\dot^T \,.

Therefore the stress rate is not objective unless the rate of rotation is zero, i.e. \boldsymbol is constant.
For a physical understanding of the above, consider the situation shown in Figure 1. In the figure the components of the Cauchy (or true) stress tensor are denoted by the symbols S_. This tensor, which describes the forces on a small material element imagined to be cut out from the material as currently deformed, is not objective at large deformations because it varies with rigid body rotations of the material. The material points must be characterized by their initial Lagrangian coordinates x_i. Consequently, it is necessary to introduce the so-called objective stress rate \overset_, or the corresponding increment \Delta S_ = \overset_ \Delta t. The objectivity is necessary for \overset_ to be functionally related to the element deformation. It means that \overset_ must be invariant with respect to coordinate transformations, particularly the rigid-body rotations, and must characterize the state of the same material element as it deforms.
The objective stress rate can be derived in two ways:
* by tensorial coordinate transformations,〔 which is the standard way in finite element textbooks〔
* variationally, from strain energy density in the material expressed in terms of the strain tensor (which is objective by definition)〔〔
While the former way is instructive and provides useful geometric insight, the latter way is mathematically shorter and has the additional advantage of automatically ensuring energy conservation, i.e., guaranteeing that the second-order work of the stress increment tensor on the strain increment tensor be correct (work conjugacy requirement).

抄文引用元・出典: フリー百科事典『 ウィキペディア(Wikipedia)
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