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General invariant representations of the constitutive equations for isotropic nonlinearly elastic materials

机译:各向同性非线性弹性材料本构方程的一般不变表示

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This paper develops general invariant representations of the constitutive equations for isotropic nonlinearly elastic materials. Different sets of mutually orthogonal unit tensor bases are constructed from the strain argument tensor by using the representation theorem and corresponding irreducible invariants are defined. Their relations and geometrical interpretations are established in three dimensional principal space. It is shown that the constitutive law linking the stress and strain tensors is revealed to be a simple relationship between two vectors in the principal space. Relative to two different sets of the basis tensors, the constitutive equations are transformed according to the transformation rule of vectors. When a potential function is assumed to exist, the vector associated with the stress tensor is expressed in terms of its gradient with respect to the vector associated with the strain tensor. The Hill's stability condition is shown to be that the scalar product of the increment of those two vectors must be positive. When potential function exists, it becomes to be that the 3 × 3 constitutive matrix derived from its second order derivative with respect to the vector associated with the strain must be positive definite. By decomposing the second order symmetric tensor space into the direct sum of a coaxial tensor subspace and another one orthogonal to it, the closed form representations for the fourth order tangent operator and its inversion are derived in an extremely simple way.
机译:本文开发了各向同性非线性弹性材料本构方程的一般不变表示。通过使用表示定理,根据应变自变量张量构造不同的相互正交单位张量基,并定义相应的不可约不变。它们的关系和几何解释建立在三维主空间中。结果表明,将应力张量和应变张量联系起来的本构律是主空间中两个向量之间的简单关系。相对于两组不同的基本张量,本构方程根据向量的变换规则进行变换。当假定存在势函数时,与应力张量关联的矢量相对于与应变张量关联的矢量的梯度表示。希尔的稳定性条件表明,这两个向量的增量的标量积必须为正。当存在势函数时,相对于与应变相关的矢量,从其二阶导数得出的3×3本构矩阵必须是正定的。通过将二阶对称张量空间分解为同轴张量子空间和与其正交的另一个的直接和,可以非常简单的方式得出四阶切线算子及其反型的闭合形式。

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