首页> 外文会议>International Conference on Engineering Structural Integrity Assessment >DYNAMIC STRESS INTENSITY FACTOR AND SCATTERING OF SHWAVE BY AN ELASTIC CYLINDRICAL INCLUSION AND A CRACK IN HALF SPACE
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DYNAMIC STRESS INTENSITY FACTOR AND SCATTERING OF SHWAVE BY AN ELASTIC CYLINDRICAL INCLUSION AND A CRACK IN HALF SPACE

机译:半空间中弹性圆柱夹杂和裂纹引起的波的动态应力强度因子和散射

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An analytical method is developed for dynamic stress intensity factor and scattering of SH wave by a half space containing an elastic cylindrical inclusion and a crack. A suitable Green’s function is constructed, which is the fundamental solution of the displacement field for a half space with an elastic cylindrical inclusion impacted by an out-plane harmonic line source loading at an arbitrary point in half space. And then a crack in any position and direction can be constructed in half space by means of crack-division which is expressed in terms of the Green’s function. Moreover, the displacement field and stress field are established in the case of coexistence of elastic cylindrical inclusion and crack. The expression of dynamic stress intensity factor (DSIF) at the tip of crack is given, and the numerical examples are provided to show the influences of the parameter combinations of different media upon DSIF.
机译:提出了一种分析方法,用于动态应力强度因子和SH波在包含弹性圆柱体夹杂物和裂纹的半空间中的散射。构造了一个合适的格林函数,该函数是半空间位移场的基本解决方案,该半空间具有弹性圆柱夹杂物,受到半空间任意点上的平面谐波线源载荷的影响。然后,可以通过裂缝划分(以格林函数表示)在任意位置和方向在一半空间中构造裂缝。此外,在弹性圆柱夹杂物和裂纹同时存在的情况下,建立了位移场和应力场。给出了裂纹尖端动应力强度因子(DSIF)的表达式,并通过数值算例说明了不同介质参数组合对DSIF的影响。

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