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The stress and strain concentrations of an elliptical hole in an elastic plate of finite thickness subjected to tensile stress

机译:有限厚度弹性板上椭圆孔受拉应力的应力和应变集中

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摘要

The elastic stress and strain fields in a plate of finite thickness containing an elliptical hole are systematically investigated using the 3D finite element method. It is found that the stress and strain concentrations are different in the plate of finite thickness even if the plate is in an elastic state. The relation between the stress and the strain concentration factors depends on Poisson’s ratio, the hole’s geometric configuration and the plate thickness. The stress concentration factor is equal to the strain concentration factor only at the notch root of the plate surface. The stress (or strain) concentration factor at the notch root of the plate surface decreases rapidly with increasing thickness and becomes lower than the stress and strain concentration factors corresponding to the plane stress state or at the notch root of the mid plane. It is too low to reflect the overall stress concentration as the thickness increases or as the b/a ratio decreases. The maximum stress concentration factor occurs on the mid plane only when the plate is thinner than the transition thickness of the stress concentration factor. When the plate is thicker than the transition thickness of the stress concentration factor, the distance between the location of the maximum stress concentration factor and plate surface tends to be constant with increasing thickness for the plate with a given b/a ratio. The differences between the maximum value and the surface value of the stress and strain concentration factors increase rapidly and tend to their respective constant values with increasing plate thickness. The smaller the b/a ratio, the larger these differences. The difference of the stress concentration factor is larger than that of the strain concentration factor in the same plate.
机译:使用3D有限元方法,系统地研究了包含椭圆孔的有限厚度板中的弹性应力和应变场。已经发现,即使板处于弹性状态,在有限厚度的板上应力和应变集中也不同。应力和应变集中系数之间的关系取决于泊松比,孔的几何形状和板厚。应力集中系数仅在板表面的缺口根部等于应变集中系数。板表面的缺口根处的应力(或应变)集中系数随厚度的增加而迅速减小,并变得低于对应于平面应力状态或中平面的缺口根处的应力和应变集中系数。它太低,无法反映厚度增加或b / a比降低时的总体应力集中。仅当板薄于应力集中系数的过渡厚度时,最大应力集中系数才会出现在中间平面上。当板的厚度大于应力集中系数的过渡厚度时,最大应力集中系数的位置与板表面之间的距离会随着给定b / a比的板厚度的增加而趋于恒定。应力和应变集中系数的最大值和表面值之间的差异迅速增加,并随着板厚的增加趋于各自的恒定值。 b / a比值越小,这些差异越大。在同一板中,应力集中系数的差异大于应变集中系数的差异。

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