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Direct tensor expression by Eulerian approach for constitutive relations based on strain invariants in transversely isotropic green elasticity - finite extension and torsion

机译:基于横观各向同性绿色弹性应变不变量的本构关系的欧拉方法直接张量表达-有限延伸和扭转。

摘要

It has been proven by J.C.Criscione that constitutive relations(mixed approach) basedon a set of five strain invariants (Beta-1, Beta-2, Beta-3, Beta-4, Beta-5) are useful and stable for experimentallydetermining response terms for transversely isotropic material. On the otherhand, Rivlin?s classical model is an unsuitable choice for determining response termsdue to the co-alignment of the five invariants (I1, I2, I3, I4, I5). Despite this, however,a mixed (Lagrangian and Eulerian) approach causes unnecessary computational timeand requires intricate calculation in the constitutive relation. Through changing theway to approach the derivation of a constitutive relation, we have verified that usingan Eulerian approach causes shorter computational time and simpler calculation thanusing a mixed approach does. We applied this approach to a boundary value problemunder specific deformation, i.e. finite extension and torsion to a fiber reinforced circularcylinder. The results under this deformation show that the computational timeby Eulerian is less than half of the time by mixed. The main reason for the differenceis that we have to determine two unit vectors on the cross fiber direction from theright Cauchy Green deformation tensor at every radius of the cylinder when we use amixed approach. On the contrary, we directly use the left Cauchy Green deformationtensor in the constitutive relation by the Eulerian approach without defining the twocross fiber vectors. Moreover, the computational time by the Eulerian approach is not influenced by the degree of deformation even in the case of computational timeby the Eulerian approach, possibly becoming the same as the computational time bythe mixed approach. This is from the theoretical thought that the mixed approachis almost the same as the Eulerian approach under small deformation. This newconstitutive relation by Eulerian approach will have more advantages with regardto saving computational time as the deformation gets more complicated. Therefore,since the Eulerain approach effectively shortens computational time, this may enhancethe computational tools required to approach the problems with greater degrees ofanisotropy and viscoelasticity.
机译:JCCriscione已经证明,基于一组五个应变不变量(Beta-1,Beta-2,Beta-3,Beta-4,Beta-5)的本构关系(混合方法)对于实验确定响应项是有用且稳定的用于横向各向同性的材料。另一方面,由于五个不变量(I1,I2,I3,I4,I5)的共对齐,Rivlin的经典模型是确定响应项的不合适选择。然而,尽管如此,混合(拉格朗日和欧拉)方法仍导致不必要的计算时间,并且需要本构关系中的复杂计算。通过改变接近本构关系的推导方法,我们已经证明,与使用混合方法相比,使用欧拉方法可以缩短计算时间,并且可以简化计算。我们将这种方法应用于特定变形下的边值问题,即纤维增强圆柱体的有限延伸和扭转。在这种变形下的结果表明,欧拉方法的计算时间少于混合时间的一半。造成这种差异的主要原因是,当我们使用混合方法时,必须在圆柱体的每个半径处从右柯西绿色变形张量确定纤维横向上的两个单位矢量。相反,我们通过欧拉方法在本构关系中直接使用左柯西绿色变形张量,而无需定义跨纤维矢量。而且,即使在通过欧拉方法的计算时间的情况下,通过欧拉方法的计算时间也不受变形程度的影响,有可能与通过混合方法的计算时间相同。这是从理论上认为,在小变形情况下,混合方法与欧拉方法几乎相同。随着变形变得越来越复杂,通过欧拉方法的这种新的本构关系在节省计算时间方面将具有更多的优势。因此,由于Eulerain方法有效地缩短了计算时间,因此可以增强解决各向异性和粘弹性更大的问题所需的计算工具。

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    Song Min Jae;

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  • 年度 2009
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