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The gauge theory of dislocations: Static solutions of screw and edge dislocations

机译:位错的量规理论:螺钉和边缘位错的静态解

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We investigate the T(3)-gauge theory of static dislocations in continuous solids. We use the most general linear constitutive relations in terms of the elastic distortion tensor and dislocation density tensor for the force and pseudomoment stresses of an isotropic solid. The constitutive relations contain six material parameters. In this theory, both the force and pseudomoment stresses are asymmetric. The theory possesses four characteristic lengths e_1, e_2, e_3 and e_4, which are given explicitly. We first derive the three-dimensional Green tensor of the master equation for the force stresses in the translational gauge theory of dislocations. We then investigate the situation of generalized plane strain (anti-plane strain and plane strain). Using the stress function method, we find modified stress functions for screw and edge dislocations. The solution of the screw dislocation is given in terms of one independent length e_1 =e_4. For the problem of an edge dislocation, only two characteristic lengths e_2 and e_3 arise with one of them being .the same e_2 = e_1 as for the screw dislocation. Thus, this theory possesses only two independent lengths for generalized plane strain. If the two lengths e_2 and e_3 of an edge dislocation are equal, we obtain an edge dislocation, which is the gauge theoretical version of a modified Volterra edge dislocation. In the case of symmetric stresses, we recover well-known results obtained earlier.
机译:我们研究连续固体中的静态位错的T(3)规理论。对于弹性各向同性的力和拟矩应力,我们使用最一般的线性本构关系,即弹性变形张量和位错密度张量。本构关系包含六个材料参数。在此理论中,力和拟弯矩都是不对称的。该理论具有四个特征长度e_1,e_2,e_3和e_4,这些长度已明确给出。我们首先根据位错平移规理论推导主方程的三维格林张量,以得出力应力。然后,我们研究广义平面应变(反平面应变和平面应变)的情况。使用应力函数方法,我们发现了螺钉和边缘错位的修正应力函数。螺钉错位的解决方案以一个独立的长度e_1 = e_4给出。对于边缘错位的问题,仅出现两个特征长度e_2和e_3,其中一个特征长度为与螺钉错位相同的e_2 = e_1。因此,该理论仅具有两个独立的广义平面应变长度。如果边缘位错的两个长度e_2和e_3相等,我们将获得边缘位错,这是改进的Volterra边缘位错的规范理论版本。在对称应力的情况下,我们恢复了早先获得的众所周知的结果。

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