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Scattering of Anti-plane SH-wave by the Semi-Cylindrical Gap with Multiple Shallow-buried Inclusions in Elastic Semi-space

机译:弹性半空间中具有多个浅埋夹杂物的半圆柱形间隙对反平面SH波的散射

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Semi-cylindrical gap and Multiple circular inclusions exists widely in natural media, composite materials and modern municipal construction. The scattering field produced by semi-cylindrical gap and multiple circular inclusions determines the dynamic stress concentration factor around the gap and circular inclusions, and therefore determines whether the material is damaged or not. These problems are complicated. It is hard to obtain analytic solutions except for several simple conditions. In this paper, the solution of displacement field for elastic semispace with semi-cylindrical gap and multiple cylindrical inclusions by anti-plane SH-wave is constructed. In complex plane, considering the symmetry of SH-wave scattering,the displacement field aroused by the anti-plane SH-wave and the scattering displacement field impacted by the gap and the cylindrical inclusions comprised of FourierBessel series with undetermined coefficients which satisfies the stress-free condition on the ground surface are constructed. Through applying the method of multi-polar coordinate system, the equations with unknown coefficients can be obtained by using the displacement and stress condition around the edge of the gap and cylindrical inclusions. According to orthogonality condition for trigonometric function, these equations can be reduced to a series of algebraic equations. Then the value of the unknown coefficients can be obtained by solving these algebraic equations. The total wave displacement field is the superposition of the displacement field aroused by the anti-plane SH-wave and the scattering displacement field. By using the expressions, an example is provided to show the effect of the change of relative location of the cylindrical inclusions.
机译:在自然介质,复合材料和现代市政建设中广泛存在半圆柱形间隙和多个圆形夹杂物。半圆柱间隙和多个圆形夹杂物产生的散射场决定了间隙和圆形夹杂物周围的动应力集中系数,从而确定了材料是否损坏。这些问题很复杂。除了几个简单的条件之外,很难获得解析解。本文利用反平面SH波构造了具有半圆柱形间隙和多个圆柱形夹杂物的弹性半空间的位移场。在复杂平面中,考虑到SH波散射的对称性,由反平面SH波引起的位移场和受间隙影响的散射位移场以及由不确定系数满足不确定应力的FourierBessel级数组成的圆柱夹杂物-构造了地面上的自由状态。通过应用多极坐标系的方法,利用缝隙和圆柱夹杂物周围的位移和应力条件,可以得到未知系数的方程。根据三角函数的正交性条件,可以将这些方程简化为一系列代数方程。然后可以通过求解这些代数方程来获得未知系数的值。总波位移场是由反平面SH波引起的位移场与散射位移场的叠加。通过使用这些表达式,提供了一个示例来显示圆柱形夹杂物相对位置变化的影响。

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