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On the second non-singular stress term of the V-notch solution: a new engineering solution

机译:关于V型缺口解决方案的第二个非奇异应力项:新的工程解决方案

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摘要

The non-singular stress terms are expressed by means complex eigenvalues and their corresponding complex coefficients for a number of sharp V-notches with varying notch opening angles. According to the literature the complex part of the solution introduces in the stress field equations an oscillatory function depending also on the logarithm of the radial distance from the notch tip. The intensity of the non-singular term depends on two parameters contrary to the conventional representation of the singular term the intensity of which is expressed by the notch stress intensity factor (NSIF). The aim of this paper is to investigate whether the stress field and the strain energy density can be described with sufficient accuracy by the real part of the Williams' solution, neglecting the complex part of the eigenvalue and the corresponding complex coefficient. This engineering proposal strongly simplifies the problem allowing to define a real, unique, non-singular NSIF (H_(ns)) which governs the intensity of the non-singular part of the stress field.
机译:非奇异应力项通过复数特征值及其对应的复数系数来表示,这些复数特征值及其对应的复数系数对于多个具有不同开槽角度的尖锐V形槽口而言。根据文献,解决方案的复杂部分在应力场方程中引入了一个振荡函数,该函数还取决于距缺口尖端的径向距离的对数。非奇异项的强度取决于两个参数,这与奇异项的常规表示相反,后者的强度由缺口应力强度因子(NSIF)表示。本文的目的是研究忽略了特征值的复数部分和相应的复数系数,是否可以通过Williams解的实部来足够准确地描述应力场和应变能密度。该工程建议极大地简化了该问题,允许定义一个实际的,唯一的,非奇异的NSIF(H_(ns)),该NSIF(H_(ns))控制着应力场的非奇异部分的强度。

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