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Three-dimensional M. ELICES linear elastic distributions of stress and strain energy density ahead of V-shaped notches in plates of arbitrary thickness

机译:任意厚度板中V形槽口之前的应力和应变能密度的三维M.ELICES线性弹性分布

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摘要

This paper presents an analytical solution, substantiated by extensive finite element calculations, for the stress field at a notch root in a plate of arbitrary thickness. The present approach builds on two recently developed analysis methods for the in-plane stresses at notch root under plane-stress or plane strain conditions, and the out-of-plane stresses at a three-dimensional notch root. The former solution (Filippi et al., 2002) considered the plane problem and gave the in-plane stress distributions in the vicinity of a V-shaped notch with a circular tip. The latter solution by Kotousov and Wang (2002a), which extended the generalized plane-strain theory by Kane and Mindlin to notches, provided an expression for the out-of-plane constraint factor based on some modified Bessel functions. By combining these two solutions, both valid under linear elastic conditions, closed form expressions are obtained for stresses and strain energy density in the neighborhood of the V-notch tip. To demonstrate the accuracy of the newly developed solutions, a significant number of fully three-dimensional finite element analyses have been performed to determine the influences of plate thickness, notch tip radius, and opening angle on the variability of stress distributions, out-of-plane stress constraint factor and strain energy density. The results of the comprehensive finite element calculations confirmed that the in-plane stress concentration factor has only a very weak variability with plate thickness, and that the present analytical solutions provide very satisfactory correlation for the out-of-plane stress concentration factor and the strain constraint factor.
机译:本文提出了一种解析解决方案,该解决方案通过广泛的有限元计算得到证实,可以解决任意厚度板中缺口根部的应力场。本方法基于两种最新开发的分析方法,用于分析平面应力或平面应变条件下槽口根处的平面内应力以及三维槽口根处的平面外应力。前一种解决方案(Filippi等,2002)考虑了平面问题,并给出了带有圆形尖端的V形槽口附近的平面内应力分布。 Kotousov和Wang(2002a)的后一种解决方案将Kane和Mindlin的广义平面应变理论扩展到了槽口,它基于一些修改的Bessel函数提供了平面外约束因子的表达式。通过组合这两种在线性弹性条件下均有效的解决方案,可以获得V型缺口尖端附近应力和应变能密度的闭合形式表达式。为了证明新开发的解决方案的准确性,已经进行了大量的全三维有限元分析,以确定板厚,槽口尖端半径和开口角度对应力分布变化的影响。平面应力约束因子和应变能密度。综合有限元计算的结果证实,面内应力集中系数与板厚之间的变化非常微弱,并且本分析方法为面外应力集中系数和应变提供了非常令人满意的相关性。约束因素。

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