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Stress concentrations around a circular hole in an infinite plate of arbitrary thickness

机译:无限厚度的无限板中的圆孔周围的应力集中

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This paper presents theoretical solutions for the three-dimensional (3D) stress field in an infinite isotropic elastic plate containing a through-the-thickness circular hole subjected to far-field in-plane loads by using Kane and Mindlin's assumption. The dangerous position, where the premature fracture or failure of the plate will take place, the expressions of the tangential stress at the surface of the hole and the out-of-plane stress constraint factor are found in a concise, explicit form. Based on the present theoretical solutions, a comprehensive analysis is performed on the deviated degree of the in-plane stresses from the related plane stress solutions, stress concentration and out-of-plane constraint, and the emphasis has been placed on the effects of the plate thickness, Poisson's ratio and the far-field in-plane loads on the stress field. The analytical solution shows that the effects of the plate thickness and Poisson's ratio on the deviation of the 3D in-plane stress components is obvious and could not be ignored, although their effects on distributions of the in-plane stress components are slight, and that the effect of the far-field in-plane loads is just on the contrary of that of the above two. When only the shear stress is loaded at far field, the stress concentration factor reach its peak value about 8.9% higher than that of the plane stress solutions, and the out-of-plane stress constraint factor can reach 1 at the surface of the hole and is the biggest among all cases considered.
机译:本文利用凯恩(Kane)和明德林(Mindlin)的假设,提供了一个无定形各向同性弹性板的三维(3D)应力场的理论解,该弹性板包含一个承受远场面内载荷的直通孔。以简明的形式可以发现危险位置,即发生板的过早断裂或破裂的位置,孔表面切向应力的表达式以及面外应力约束因子。基于目前的理论解,对相关的平面应力解,应力集中和平面外约束对平面应力的偏离程度进行了综合分析,重点放在了平面应力的影响上。板厚度,泊松比和应力场上的远场面内载荷。解析解表明,板厚和泊松比对3D面内应力分量偏差的影响是明显的,不能忽略,尽管它们对面内应力分量分布的影响很小,并且远场面内载荷的作用与上述两种情况恰好相反。当在远场仅施加剪应力时,应力集中系数达到其峰值,比平面应力解决方案的峰值高约8.9%,并且平面外应力约束系数在孔表面可以达到1。并且在所有考虑的案例中是最大的。

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