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Scattering of Qut-of-plane Line Source Load by Shallow-embedded Circular Lining Structure and Crack in Half Space

机译:浅埋圆形衬砌结构和半空间裂缝的QUT平面线源负荷的散射

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In this paper, we study the problems of scattering of out-of-plane line source load by half-space shallow-embedded circular lining structure and a crack in the field of linearly elastic dynamic mechanics. This is an essential solution to the displacement field for the elastic space possessing shallow-embedded circular lining structure and a crack while bearing out-of-plane harmonic line source load at arbitrary point. The wave function of scattering of shallow-embedded circular lining structure impacted by incident steady SH-wave is constructed based on the symmetry of SH-wave scattering and the method of multi-polar coordinates system. Then a crack is made out using the method of "crack-division". Thus expressions of displacement and stress are established when shallow-embedded circular lining structure and a crack are both in existent. Finally, with two different dimensionless parameters, numerical results of scattering of out-of-plane line source load by half-space shallow-embedded circular lining structure and a crack are obtained and numerical examples are provided to show the influence of wave number ratio, shear modulus ratio, thickness ratio and the ratio of distance between the center of the different cavity and ground surface and the radius of the circular lining structure upon the dynamic stress concentration factor(DSCF) and dynamic stress intensity factor(DSIF) at crack tip.
机译:在本文中,我们研究了通过半空间浅嵌入的圆形衬砌结构和线性弹性动力学力学领域的裂缝散射平面外线源负荷的问题。这是具有具有浅嵌入圆形衬砌结构的弹性空间的位移场的必要方法以及裂缝,同时在任意点承载平面外谐波源负载。基于SH波散射的对称性构建了由入射稳态Sh波影响的浅嵌入圆形衬砌结构的波函数,以及多极坐标系统的方法。然后使用“裂缝分裂”方法进行裂缝。因此,当浅层嵌入的圆形衬里结构和裂缝都存在时,建立了位移和应力的表达。最后,通过两个不同的无量纲参数,获得通过半空间浅嵌入的圆形衬里结构和裂缝的平面外线源负载散射的数值结果,并且提供了数值示例以显示波数比的影响,剪切模量比,厚度比和不同腔中心的中心与地面的中心与裂纹尖端动态应力集中因子(DSCF)和动态应力强度因子(DSIF)的圆形衬砌结构的半径。

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